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JP2009179993A - Wall structure and wall construction method - Google Patents

Wall structure and wall construction method Download PDF

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JP2009179993A
JP2009179993A JP2008019273A JP2008019273A JP2009179993A JP 2009179993 A JP2009179993 A JP 2009179993A JP 2008019273 A JP2008019273 A JP 2008019273A JP 2008019273 A JP2008019273 A JP 2008019273A JP 2009179993 A JP2009179993 A JP 2009179993A
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block
vertical
main body
cross
upper frame
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JP4997131B2 (en
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Takaya Shimada
尊矢 島田
Masayuki Kudo
雅之 工藤
Hibiki Imoto
響 井本
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YKK AP Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a wall structure which is constructed with good workability, and exerts increased flexibility of setting plan, and to provide a wall construction method. <P>SOLUTION: According to the wall structure, an internal area enclosed by a top rail 3, a bottom rail 4, and stiles 5, is partitioned by horizontal members 7 to a plurality of upper and lower sections, and block members 6 of respective steps are borne on the bottom rail 4 and the horizontal members 7, followed by interposing vertical members 8 between the right and left block members 6 in the respective steps. Thus each block member 6 is borne inside a grid mesh. Therefore the block members 6 are positively borne by a support body framed like a grid, and the strength of the wall structure 1 is ensured. Further the wall structure can be constructed according to a dry construction method without requiring a wet construction method, and accordingly a construction period is shortened and the workability is enhanced. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、壁構造体および壁の施工方法に関する。   The present invention relates to a wall structure and a wall construction method.

従来、屋外に設けられる塀や垣等の壁構造体であって、複数のブロックを積み重ねて構成されるものが知られている。そのような壁構造体としては、例えば、コンクリートブロックを積み重ねたブロック塀が一般的であり、ブロック塀では、地中の基礎から積み上げたコンクリートブロック同士がモルタルや鉄筋によって連結されている。このようなモルタル等を用いた湿式工法のブロック塀では、モルタルを介在させながらブロックを積み上げるため施工手間が掛かるとともに施工精度も低くなり、またモルタルが硬化するまでの期間中、養生しておく必要があって工期が長期化してしまう。
一方、モルタル等を用いずにブロック同士を金属製の枠材(支柱枠および介設枠)で連結する乾式工法が提案されている(例えば、特許文献1参照)。
特許文献1に記載された壁構造体では、ブロックの上下面と左右側面とに溝状の係合部を形成しておき、上下のブロックの係合部に渡って介設枠を配置して上下のブロック同士を連結し、左右のブロックの係合部に渡って支柱枠を配置して左右のブロック同士を連結するように構成されている。
2. Description of the Related Art Conventionally, wall structures such as fences and fences provided outdoors, which are configured by stacking a plurality of blocks, are known. As such a wall structure, for example, block fences in which concrete blocks are stacked are generally used. In the block fence, concrete blocks stacked from the foundation in the ground are connected to each other by mortar and reinforcing bars. In such a wet method block mortar that uses mortar, etc., the blocks are stacked while mortar is interposed, so it takes time and labor, and the work accuracy is low. There will be a long construction period.
On the other hand, a dry construction method has been proposed in which blocks are connected to each other with a metal frame material (a support frame and an interposition frame) without using mortar or the like (see, for example, Patent Document 1).
In the wall structure described in Patent Document 1, groove-shaped engaging portions are formed on the upper and lower surfaces and the left and right side surfaces of the block, and an interposing frame is disposed across the engaging portions of the upper and lower blocks. The upper and lower blocks are connected to each other, and a support frame is disposed across the engaging portions of the left and right blocks to connect the left and right blocks.

特許第2922054号公報Japanese Patent No. 2922054

しかしながら、特許文献1に記載された従来の壁構造体では、縦の支柱枠と横の介設枠とが互いに連結されていないため、ブロック同士の連結強度が高められず、壁構造体としての強度上の問題がある。ここで、支柱枠の側方からビス等をねじ込んで介設枠の側端部に螺合させれば、支柱枠と介設枠とを連結することも可能であるが、そのように連結できるのは、縦一列のブロックに限定される。このため、複数列のブロックを並設する場合には、1列目の支柱枠と2列目の介設枠とが連結不能であり、前述した通り壁構造体としての強度を向上させることが困難であり、ブロック同士やブロックと支柱枠や介設枠とを接着材などで接着する必要があり、工期の短縮化を図ることが難しいという問題がある。そして、接着材などを用いた湿式工法で施工した壁構造体では、完成してから所定期間後に解体する場合に、接着部分を含めてブロック自体を壊して解体する必要があり、解体したブロック等を再利用して壁構造体を再構築することができず、資源の再利用が不可能という点でも問題である。
また、従来の壁構造体では、最下段のブロックを地中に埋設して基礎に固定し、この基礎から立ち上がる片持ち状の構造であるため、最下段のブロックを地表面よりも上方に設置する構造にできない。このため、塀や垣等に利用する場合の設置計画上の制約を受け、設計自由度が高められないという問題もある。
However, in the conventional wall structure described in Patent Document 1, since the vertical support frame and the horizontal interposition frame are not connected to each other, the connection strength between the blocks cannot be increased, and the wall structure There is a problem with strength. Here, if a screw or the like is screwed from the side of the support frame and screwed into the side end portion of the interposed frame, it is possible to connect the support frame and the interposed frame. Is limited to a single vertical block. For this reason, when a plurality of rows of blocks are arranged side by side, the first row of support frames and the second row of interposing frames cannot be connected, and as described above, the strength of the wall structure can be improved. This is difficult, and it is necessary to bond the blocks and the blocks to the support frame and the interposing frame with an adhesive or the like, and there is a problem that it is difficult to shorten the construction period. And in the wall structure constructed by the wet method using adhesives etc., when dismantling after a predetermined period after completion, it is necessary to break the block itself including the adhesive part and dismantle, etc. It is also a problem that the wall structure cannot be reconstructed by reusing it and resources cannot be reused.
In the conventional wall structure, the bottom block is buried in the ground and fixed to the foundation, and it is a cantilever structure that rises from this foundation, so the bottom block is installed above the ground surface. The structure cannot be made. For this reason, there is a problem that the degree of freedom in design cannot be increased due to restrictions in the installation plan when used for fences and fences.

本発明の目的は、良好な施工性が得られかつ設置計画の自由度を高めることができる壁構造体および壁の施工方法を提供することにある。   The objective of this invention is providing the construction method of the wall structure which can obtain favorable workability, and can raise the freedom degree of an installation plan, and a wall.

本発明の壁構造体は、所定間隔を介して設けられた複数の支持材と、これらの支持材間に渡って架設される上枠材および下枠材と、前記支持材、上枠材および下枠材で囲まれた領域に上下左右に並設される複数のブロック材とを備えた壁構造体であって、前記複数のブロック材のうち、上下に並設されるブロック材間には、前記支持材間に渡って横材が架設され、左右に並設されるブロック材間には、前記下枠材と前記横材とに渡る縦材、前記上下の横材同士に渡る縦材、および前記横材と前記上枠材とに渡る縦材が架設され、前記横材は、前記支持材に対して移動不能に支持される横材本体と、この横材本体に対して上下に移動自在、伸縮自在または弾性変形自在に設けられて前記ブロック材を押圧する押圧部材とを有して構成されていることを特徴とする。   The wall structure of the present invention includes a plurality of support members provided at a predetermined interval, an upper frame member and a lower frame member constructed between these support members, the support member, the upper frame member, and A wall structure provided with a plurality of block members arranged side by side in the region surrounded by the lower frame member, and among the plurality of block members, between the block members arranged side by side vertically A horizontal member is installed between the support members, and a vertical member extending between the lower frame member and the horizontal member, and a vertical member extending between the upper and lower horizontal members between the block members arranged side by side. And a vertical member spanning the cross member and the upper frame member, and the cross member is supported so as to be immovable with respect to the support member, and vertically with respect to the cross member main body. And a pressing member that presses the block member, and is configured to be movable, stretchable, or elastically deformable. And wherein the door.

以上の本発明によれば、上枠材および下枠材を支持材間に架設するとともに、上下のブロック間に設けられる横材も支持材間に架設したことで、各段のブロック材が横材や下枠材に支持されることとなる。さらに、横材同士や横材と下枠材との間、横材と上枠材との間における左右のブロック材間に縦材を設けたことで、横材、下枠材、上枠材、および縦材からなる格子状の支持体が支持材間に設けられ、この格子状の支持体における各マス目内部に個々のブロック材が支持されることとなる。従って、格子状に枠組みされた支持体(横材、下枠材、上枠材および縦材)によって支持されることで、ブロック材同士やブロック材と支持体とを、モルタルや接着材などの湿式工法によって固定しなくても壁構造体としての強度が確保できる。このように湿式工法を不要にして乾式工法で施工できることにより、工期短縮を図って施工性を高めることができる。
さらに、ブロック材を湿式工法で固定しなくてもよいことから、上枠材や下枠材、横材および縦材を分解することで、壁構造体を容易に解体することができるとともに、解体した各部材を再び組み立てることで壁構造体を再構築することができ、ブロック材や支持体の再利用が可能になり、資源の節約を図ることができる。
また、支持材間に架設した下枠材の上側に最下段のブロック材を支持させたことで、下枠材の架設高さを地表面よりも上方に設けるなど、ブロック材の設置高さが任意に設定可能になる。従って、壁構造体の設置場所に応じて適宜なブロック材の設置高さが選択可能になることから、設置計画上の制約を受けずに設計の自由度を高めることができる。
According to the present invention described above, the upper frame member and the lower frame member are installed between the support members, and the horizontal members provided between the upper and lower blocks are also installed between the support members. It will be supported by the material and the lower frame material. Furthermore, by providing vertical members between the left and right block members between the cross members or between the cross member and the lower frame member, and between the cross member and the upper frame member, the cross member, the lower frame member, and the upper frame member. In addition, a lattice-like support body made of vertical members is provided between the support materials, and individual block members are supported inside each grid in the lattice-like support body. Therefore, by being supported by a support body (cross member, lower frame member, upper frame member and vertical member) that is framed in a lattice shape, the block members or the block member and the support member can be connected to each other such as mortar or adhesive. Even if it is not fixed by a wet method, the strength as a wall structure can be secured. Thus, since it can construct by a dry construction method, making a wet construction method unnecessary, a work period can be shortened and workability can be improved.
Furthermore, since the block material does not have to be fixed by a wet method, the wall structure can be easily disassembled by disassembling the upper frame member, the lower frame member, the cross member and the vertical member, and dismantling By reassembling each member, the wall structure can be reconstructed, the block material and the support can be reused, and resources can be saved.
In addition, since the lowermost block material is supported on the upper side of the lower frame material laid between the support materials, the installation height of the block material is set such that the lower frame material is installed above the ground surface. It can be set arbitrarily. Therefore, since an appropriate installation height of the block material can be selected according to the installation location of the wall structure, the degree of freedom in design can be increased without being restricted by the installation plan.

この際、本発明の壁構造体では、前記横材の押圧部材は、前記横材本体の下側に設けられて下方に位置する前記ブロック材の上面に当接可能に構成されていることが好ましい。
このような構成によれば、ブロック材を並べてから、その上側に横材を設置するとともに押圧部材で下側のブロック材の上面を押圧することで、下段から上段に向かってブロック材と横材とを順に設置していくことができる。そして、各段のブロック材および横材の設置とともに押圧部材でブロック材を押圧することで、各段ごとにブロック材を位置決めすることができることから、上下の位置決め精度を向上させることができる。さらに、上下方向の複数段のブロック材を積み上げてから位置決めする場合と比較して、位置決め作業が容易になるとともに、手直しの手間も低減できることから、施工作業の効率をさらに向上させることができる。
At this time, in the wall structure according to the present invention, the pressing member of the cross member is configured to be provided on the lower side of the cross member main body so as to be in contact with the upper surface of the block member positioned below. preferable.
According to such a configuration, the block members and the cross members are arranged from the bottom to the top by placing the cross members on the upper side and pressing the upper surface of the lower block member with the pressing member after arranging the block members. Can be installed in order. And since a block material can be positioned for every step by pressing a block material with a pressing member with installation of a block material and a cross member of each step, the vertical positioning accuracy can be improved. Furthermore, compared with the case where positioning is performed after stacking a plurality of blocks in the vertical direction, positioning work is facilitated and the labor for reworking can be reduced, so that the efficiency of construction work can be further improved.

さらに、本発明の壁構造体では、前記上枠材は、前記支持材に固定される上枠材本体と、この上枠材本体に対して上下に移動自在、伸縮自在または弾性変形自在に設けられて下側の前記ブロック材を押圧する上枠押圧部材とを有して構成されていることが好ましい。
このような構成によれば、前述のように各段のブロック材および横材を設置してから、最上段のブロック材の上側に上枠材を設置するとともに、上枠押圧部材で最上段のブロック材の上面を押圧することで、その位置決めを容易かつ確実に実施することができる。
Furthermore, in the wall structure of the present invention, the upper frame member is provided so as to be movable up and down, stretchable or elastically deformable up and down with respect to the upper frame member body fixed to the support member. And an upper frame pressing member that presses the lower block material.
According to such a configuration, after the block material and the cross member of each step are installed as described above, the upper frame member is installed on the upper side of the uppermost block member, and the upper frame pressing member is used to install the upper frame member. By pressing the upper surface of the block material, the positioning can be performed easily and reliably.

また、本発明の壁構造体では、前記横材の押圧部材は、前記横材本体と別体に形成され、前記横材本体には、螺合部材が螺合されており、前記押圧部材に前記螺合部材の先端を当接させた状態で当該螺合部材を回転することにより当該押圧部材が上下に移動可能に構成されていることが好ましい。
このような構成によれば、螺合部材の回転により押圧部材を上下移動させることで、押圧部材によってブロック材を押圧することができ、ブロック材の位置決め精度が向上するとともに、位置決め作業の作業性を向上させることができる。
In the wall structure of the present invention, the pressing member of the cross member is formed separately from the cross member main body, and a screwing member is screwed to the cross member main body. It is preferable that the pressing member is configured to be movable up and down by rotating the screwing member in a state where the tip of the screwing member is in contact.
According to such a configuration, the block member can be pressed by the pressing member by moving the pressing member up and down by the rotation of the screwing member, so that the positioning accuracy of the block material is improved and the workability of the positioning work is improved. Can be improved.

また、本発明の壁構造体では、前記縦材の下端部に形成された第1係合部と、前記下枠材および横材本体に設けられた第2係合部とを係合させることで、当該縦材の下端部が当該下枠材および横材本体に連結され、前記上枠材および横材本体を上方から貫通する固着部材を前記縦材の上端部に固着することで、当該縦材の上端部が当該上枠材および横材本体に連結されていることが好ましい。
このような構成によれば、縦材の下端部に形成した第1係合部を下枠材や横材本体の第2係合部に係合させることで、各段のブロック材を並べつつ縦材を配置する際に作業しにくい縦材の下端部を容易に下枠材や横材に取り付けることができる。そして、上枠材や横材本体を上方から貫通する固着部材を縦材の上端部に固着することで、縦材の連結強度を高め、格子状の支持体(下枠材、上枠材、横材および縦材)全体の強度を向上させることができる。
In the wall structure of the present invention, the first engaging portion formed at the lower end portion of the vertical member and the second engaging portion provided in the lower frame member and the transverse member main body are engaged. Then, the lower end portion of the vertical member is connected to the lower frame member and the cross member main body, and the fixing member that penetrates the upper frame member and the cross member main body from above is fixed to the upper end portion of the vertical member. It is preferable that the upper end part of the vertical member is connected to the upper frame member and the cross member main body.
According to such a structure, while engaging the 1st engaging part formed in the lower end part of a vertical member with the 2nd engaging part of a lower frame material or a horizontal member main body, it arranges the block material of each step | paragraph It is possible to easily attach the lower end of the vertical member, which is difficult to work when arranging the vertical member, to the lower frame member or the cross member. And by fixing the fixing member that penetrates the upper frame member and the horizontal member main body from above to the upper end portion of the vertical member, the connection strength of the vertical member is increased, and the lattice-shaped support (lower frame member, upper frame member, The overall strength of the cross member and the vertical member can be improved.

また、本発明の壁構造体では、前記支持材に沿って縦枠材が設けられ、この縦枠材を介して前記横材が前記支持材に固定され、前記縦枠材は、前記縦材を受け入れ可能な断面略コ字形に形成されていることが好ましい。
このような構成によれば、支持材に沿った縦枠材を設けたことで、上枠材、下枠材および縦枠材によって四周が囲まれた支持体を構成することができる。従って、例えば地中に埋設した基礎などから立設される支持材としての支柱に対して横材を直接架設する場合と比較して、縦枠材を介することで支持材の立設精度誤差を吸収しやすくなり、施工性や施工精度をさらに向上させることができる。また、縦枠材が断面略コ字形に形成され、その内部に縦材を受け入れ可能に構成されることで、縦枠材の内部にて縦材の見付け位置を調節することができ、支持材の間隔寸法(モジュール)の変更に対して容易に対応可能となり、位置調整した場合でも縦枠材から縦材が大きく露出しないことで良好な外観が維持できる。
In the wall structure of the present invention, a vertical frame member is provided along the support member, and the horizontal member is fixed to the support member through the vertical frame member, and the vertical frame member is the vertical member. Is preferably formed in a substantially U-shaped cross section.
According to such a configuration, by providing the vertical frame material along the support material, it is possible to configure a support body whose four circumferences are surrounded by the upper frame material, the lower frame material, and the vertical frame material. Therefore, for example, compared to the case where a horizontal member is directly installed on a support column as a support material erected from a foundation buried in the ground, the installation accuracy error of the support material is reduced by using a vertical frame material. It becomes easy to absorb, and workability and construction accuracy can be further improved. In addition, the vertical frame material is formed in a substantially U-shaped cross section, and the vertical material can be received inside, so that the position of the vertical material can be adjusted inside the vertical frame material, and the support material It is possible to easily cope with a change in the interval dimension (module) of the above, and even when the position is adjusted, a good appearance can be maintained because the vertical member is not greatly exposed from the vertical frame member.

また、本発明の壁構造体では、前記ブロック材は、保水性を有した陶器、磁器、せっ器、土器などの焼物で構成されていることが好ましい。
このような構成によれば、保水性を有した焼物でブロック材を構成したことで、ブロック材に水を含ませておくことができ、夏期などにおいて水の気化熱を利用して雰囲気温度を下げることができる。従って、前述したようにブロック材や支持体の再利用による資源の節約とともに、環境負荷の低減を促進させることができる。
In the wall structure of the present invention, it is preferable that the block material is composed of ceramics such as pottery, porcelain, porcelain, earthenware having water retention.
According to such a configuration, the block material is composed of a pottery having water retention ability, so that the block material can contain water, and the atmospheric temperature can be controlled by utilizing the heat of vaporization of water in summer and the like. Can be lowered. Therefore, as described above, the resource can be saved by reusing the block material and the support, and the reduction of the environmental load can be promoted.

また、本発明の壁構造体では、前記ブロック材は、全体略直方体状に形成されるとともに、上下の見込み面および左右の見込み面には、見込み方向に直交して四周連続した溝部が設けられており、前記横材本体および前記押圧部材には、前記ブロック材の上下の溝部に挿入される横突出部が形成され、前記縦材には、前記ブロック材の左右の溝部のうち少なくとも一方に挿入される縦突出部が形成されていることが好ましい。
このような構成によれば、ブロック材に形成した溝部に横材本体および押圧部材の横突出部と縦材の縦突出部を挿入することで、簡単かつ確実にブロック材の位置決めを実施することができる。
Further, in the wall structure of the present invention, the block member is formed in a substantially rectangular parallelepiped shape as a whole, and the upper and lower prospective surfaces and the left and right prospective surfaces are provided with groove portions that are continuous four times perpendicular to the prospective direction. The transverse member main body and the pressing member are formed with lateral protrusions to be inserted into the upper and lower groove portions of the block member, and the longitudinal member has at least one of the left and right groove portions of the block member. It is preferable that a vertical protrusion to be inserted is formed.
According to such a configuration, the positioning of the block material can be performed easily and reliably by inserting the horizontal member main body, the lateral protrusion of the pressing member and the vertical protrusion of the vertical member into the groove formed in the block material. Can do.

一方、本発明の壁の施工方法は、所定間隔を介して設けられた複数の支持材と、これらの支持材間に渡って架設される上枠材および下枠材と、前記支持材、上枠材および下枠材で囲まれた領域に上下左右に並設される複数のブロック材とを備えた壁の施工方法であって、前記横材は、前記支持材に固定される横材本体と、この横材本体に対して上下に移動自在または伸縮自在に設けられて前記ブロック材を押圧する押圧部材とを有して構成されており、前記支持材間に渡って前記下枠材を架設する下枠材架設手順と、前記架設した下枠材の上側に1段目の前記ブロック材を設置するとともに、これらの左右に並設されるブロック材間に縦材を配置して当該縦材の下端部を前記下枠材に連結する1段目ブロック材設置手順と、前記左右に並設したブロック材の上側に前記横材を設置して前記横材本体の両端部を前記支持材に固定し、当該横材本体に前記縦材の上端部を連結するとともに、前記横材の押圧部材で前記ブロック材を下方に押圧する横材架設手順と、前記架設した横材の上側に2段目以降の前記ブロック材を設置するとともに、これらの左右に並設されるブロック材間に縦材を配置して当該縦材の下端部を前記横材本体に連結する中段ブロック材設置手順と、前記横材架設手順および中段ブロック材設置手順を所定数だけ繰り返した後に、最上段の前記ブロック材の上側に前記上枠材を設置して当該上枠材を前記支持材間に架設するとともに、当該上枠材に前記縦材の上端部を連結する上枠材架設手順とを備えることを特徴とする。   On the other hand, the wall construction method of the present invention includes a plurality of support members provided at a predetermined interval, an upper frame member and a lower frame member constructed between these support members, the support member, A wall construction method comprising a plurality of block members arranged side by side vertically and horizontally in a region surrounded by a frame member and a lower frame member, wherein the cross member is fixed to the support member. And a pressing member that presses the block member and is movable or stretchable up and down with respect to the transverse member body, and the lower frame member is interposed between the support members. The installation procedure of the lower frame material to be installed, the first block material on the upper side of the installed lower frame material, and the vertical material is arranged between the block materials arranged side by side on the left and right. The first block material installation procedure for connecting the lower end of the material to the lower frame material, The cross member is installed on the upper side of the block member, both ends of the cross member main body are fixed to the support member, the upper end portion of the vertical member is connected to the cross member main body, and the pressing member of the cross member is used. The horizontal member laying procedure for pressing the block material downward, and the second and subsequent block materials are installed on the upper side of the installed horizontal member, and the vertical member is placed between the block members arranged side by side on the left and right sides. After repeating a predetermined number of intermediate block material installation procedures for arranging and connecting the lower ends of the vertical members to the horizontal material main body, the cross member installation procedures, and the intermediate block material installation procedures, the uppermost block material The upper frame member is installed on the upper side, the upper frame member is installed between the support members, and an upper frame member installation procedure for connecting the upper end of the vertical member to the upper frame member is provided. To do.

以上の本発明によれば、乾式工法によって格子状の支持体(下枠材、上枠材、横材および縦材)およびブロック材が構築でき、前述と同様に強度を確保しつつ工期短縮を図って施工性を高めることができる。さらに、上枠材や下枠材、横材および縦材を分解することで、壁が容易に解体できかつ再構築できることから、資源の節約を図ることができる。そして、横材架設手順および中段ブロック材設置手順を繰り返すことで、各段ごとにブロック材を位置決めしてから次の段の作業に移ることができ、上下の位置決め精度を向上させることができる。   According to the present invention as described above, a lattice-like support (lower frame material, upper frame material, cross member and vertical member) and block material can be constructed by a dry method, and the construction period can be shortened while ensuring the strength as described above. The workability can be improved by planning. Further, by disassembling the upper frame member, the lower frame member, the cross member, and the vertical member, the wall can be easily disassembled and reconstructed, so that resources can be saved. Then, by repeating the cross member laying procedure and the middle block member installation procedure, the block member can be positioned for each stage and then the next stage work can be performed, and the vertical positioning accuracy can be improved.

以下、本発明の実施形態を図面に基づいて説明する。
図1は、本発明の実施形態に係る壁構造体1を示す正面図である。図2は、壁構造体1を拡大して示す正面図である。図3および図4は、それぞれ壁構造体1を拡大して示す縦断面図であり、図3は、図2に矢視III−III線で示す断面図であり、図4は、図2に矢視IV−IV線で示す断面図である。図5は、壁構造体1を拡大して示す横断面図であり、図2に矢視V−V線で示す断面図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a front view showing a wall structure 1 according to an embodiment of the present invention. FIG. 2 is an enlarged front view showing the wall structure 1. 3 and 4 are respectively longitudinal sectional views showing the wall structure 1 in an enlarged manner, FIG. 3 is a sectional view taken along the line III-III in FIG. 2, and FIG. It is sectional drawing shown by an arrow IV-IV line. FIG. 5 is an enlarged cross-sectional view showing the wall structure 1, and is a cross-sectional view taken along line VV in FIG.

図1および図2において、壁構造体1は、地中に埋設された基礎Fから立設された複数(本実施形態では、4本)の支持材としての支柱2と、隣り合う一対の支柱2間に渡って架設された上枠材3および下枠材4と、これらの上枠材3および下枠材4間にて支柱2に沿って固定された縦枠材5と、上枠材3、下枠材4および左右の縦枠材5で囲まれた領域に上下左右に並設された複数のブロック材6とを備えて構成されている。これらのブロック材6は、保水性を有した陶器、磁器、せっ器、土器などの焼物製の保水ブロックであり、ブロック材6に水を含ませることで、夏期などにおいて水の気化熱を利用して雰囲気温度を下げることができるようになっている。また、ブロック材6は、全体略直方体状かつ見込み方向に貫通する4つの通気孔6Aを有して形成され、このブロック材6の上下の見込み面および左右の見込み面には、それぞれ見込み方向に直交して四周連続した溝部としての上溝部6B、下溝部6Cおよび左右の縦溝部6Dが形成されている。   1 and 2, the wall structure 1 includes a plurality of (two in this embodiment) support columns 2 erected from a foundation F embedded in the ground and a pair of adjacent columns. 2, an upper frame member 3 and a lower frame member 4 that are installed between the upper frame member 3, a vertical frame member 5 that is fixed between the upper frame member 3 and the lower frame member 4 along the column 2, and an upper frame member. 3 and a plurality of block members 6 arranged side by side vertically and horizontally in a region surrounded by the lower frame member 4 and the left and right vertical frame members 5. These block materials 6 are water retention blocks made of ceramics such as pottery, porcelain, porcelain, earthenware, etc. with water retention. By containing water in the block material 6, the heat of vaporization of water is used in summer Thus, the ambient temperature can be lowered. Further, the block member 6 is formed to have a substantially rectangular parallelepiped shape and four vent holes 6A penetrating in the prospective direction. The upper and lower prospective surfaces and the left and right prospective surfaces of the block member 6 are respectively in the prospective direction. An upper groove portion 6B, a lower groove portion 6C, and left and right vertical groove portions 6D are formed as grooves that are orthogonal and continuous four times.

上枠材3は、図2、図3に示すように、固定ブラケット3Aを介して両端部が支柱2に固定される上枠材本体31と、この上枠材本体31の下側に上下に移動自在に設けられる上枠押圧部材32と、上枠材本体31の上側を覆って取り付けられる上枠カバー部材33とを有して構成されている。上枠押圧部材32には、ブロック材6の上面に当接する押圧面部34と、下方に突出してブロック材6の上溝部6Bに挿通される一対の位置決め部35とが形成されている。また、上枠材本体31の下側には、上枠押圧部材32の位置決め部35に沿って下方に延び、上枠押圧部材32を上下に案内する一対の案内片部36が形成されている。さらに、上枠材本体31には、その長手方向に沿った所定間隔ごとに調整ビス3B(螺合部材)が螺合されており、この調整ビス3Bの先端が上枠押圧部材32に当接されている。そして、調整ビス3Bを回転することにより上枠押圧部材32が上枠材本体31に対して上下に移動可能に構成され、調整ビス3Bを締め付けて上枠押圧部材32を下方に移動させることで、押圧面部34でブロック材6を下方に押圧できるようになっている。   As shown in FIGS. 2 and 3, the upper frame material 3 includes an upper frame material body 31 whose both ends are fixed to the support column 2 via a fixing bracket 3 </ b> A, and a lower side of the upper frame material body 31. The upper frame pressing member 32 is provided so as to be movable, and the upper frame cover member 33 is attached so as to cover the upper side of the upper frame material main body 31. The upper frame pressing member 32 is formed with a pressing surface portion 34 that comes into contact with the upper surface of the block material 6 and a pair of positioning portions 35 that protrude downward and are inserted into the upper groove portion 6B of the block material 6. In addition, a pair of guide piece portions 36 that extend downward along the positioning portion 35 of the upper frame pressing member 32 and guide the upper frame pressing member 32 up and down are formed on the lower side of the upper frame material main body 31. . Further, an adjustment screw 3B (screwing member) is screwed into the upper frame material body 31 at predetermined intervals along the longitudinal direction, and the tip of the adjustment screw 3B comes into contact with the upper frame pressing member 32. Has been. By rotating the adjustment screw 3B, the upper frame pressing member 32 is configured to be movable up and down with respect to the upper frame material main body 31, and by tightening the adjustment screw 3B, the upper frame pressing member 32 is moved downward. The block surface 6 can be pressed downward by the pressing surface portion 34.

下枠材4は、固定ブラケット4Aを介して両端部が支柱2に固定された略矩形状の中空断面を有して形成され、その上面には、ブロック材6を載置する一対の載置片部41と、ブロック材6の下溝部6Cに挿通される一対の位置決め片部42とが形成されている。この下枠材4は、図1、図2に示すように、地面よりも所定高さだけ上方において支柱2に固定されており、つまり下枠材4の下方には、見込み方向に遮蔽されない開口部Oが形成されている。
縦枠材5は、図5に示すように、支柱2の側面に固定される見込み面部51と、この見込み面部の両端から見付け方向内側に延びる一対の見付け面部52とを有して、断面略コ字形に形成されている。そして、縦枠材5は、そのコ字形内部に後述する縦材8を受け入れ可能な見込み寸法を有して形成されている。
The lower frame member 4 is formed to have a substantially rectangular hollow cross section whose both end portions are fixed to the support column 2 via a fixing bracket 4A, and a pair of placements for placing the block member 6 on the upper surface thereof. A piece 41 and a pair of positioning pieces 42 inserted into the lower groove 6C of the block material 6 are formed. As shown in FIGS. 1 and 2, the lower frame member 4 is fixed to the support column 2 at a predetermined height above the ground, that is, below the lower frame member 4, an opening that is not shielded in the prospective direction. Part O is formed.
As shown in FIG. 5, the vertical frame member 5 includes a prospective surface portion 51 fixed to the side surface of the support column 2 and a pair of finding surface portions 52 extending inward in the finding direction from both ends of the prospective surface portion. It is formed in a U shape. And the vertical frame material 5 has the prospective dimension which can accept the vertical material 8 mentioned later inside the U-shape.

以上のような上枠材3、下枠材4および左右の縦枠材5の内部に上下左右に並設された複数のブロック材6のうち、上下に並設されるブロック材6間には、図2〜図4に示すように、左右の縦枠材5間に渡って横材7が架設されている。また、左右に並設されるブロック材6間には、図2、図4、図5に示すように、下枠材4と横材7とに渡る縦材8、上下の横材7同士に渡る縦材8、および横材7と上枠材3とに渡る縦材8が架設されている。すなわち、横材7は、隣り合う支柱2間隔と略同一の長さ寸法を有し、その両端部が固定ブラケット7Aを介して縦枠材5の見込み面部51に固定されている。一方、縦材8は、下枠材4と横材7との間隔寸法、上下の横材7同士の間隔寸法、および横材7と上枠材3との間隔寸法、つまりブロック材6の高さ寸法と略同一の長さ寸法を有し、その上下端部が上枠材3や下枠材4、横材7に固定されている。   Among the plurality of block members 6 arranged side by side vertically and horizontally inside the upper frame member 3, the lower frame member 4, and the left and right vertical frame members 5, there is a space between the block members 6 arranged vertically. As shown in FIGS. 2 to 4, a cross member 7 is installed between the left and right vertical frame members 5. In addition, between the block members 6 arranged side by side, as shown in FIGS. 2, 4 and 5, the vertical member 8 extending between the lower frame member 4 and the horizontal member 7 and the upper and lower horizontal members 7 are connected to each other. The crossing vertical member 8 and the vertical member 8 extending over the cross member 7 and the upper frame member 3 are installed. That is, the cross member 7 has substantially the same length dimension as the interval between the adjacent struts 2, and both end portions thereof are fixed to the prospective surface portion 51 of the vertical frame member 5 via the fixing bracket 7 </ b> A. On the other hand, the vertical member 8 has a gap between the lower frame member 4 and the cross member 7, a gap between the upper and lower cross members 7, and a gap between the cross member 7 and the upper frame member 3, that is, the height of the block member 6. The upper and lower ends are fixed to the upper frame member 3, the lower frame member 4, and the cross member 7.

次に、図6〜図8も参照して、横材7および縦材8の構造について説明する。ここで、図6は、壁構造体1を示す分解斜視図である。図7は、横材7を示す縦断面図である。図8は、縦材8の固定構造を示す斜視図である。
横材7は、図6、図7に示すように、両端部が縦枠材5に固定される横材本体71と、この横材本体71の下側に上下に移動自在に設けられる横材押圧部材72とを有して構成されている。横材本体71は、略水平に延びる水平面部73と、この水平面部73の見込み方向両端部に形成されてブロック材6を載置する一対の載置片部74と、水平面部73から上方に延びてブロック材6の下溝部6Cに挿通される一対の位置決め片部75(横突出部)と、水平面部73から下方に延びる一対の案内片部76とを有して形成されている。また、横材押圧部材72は、前記上枠押圧部材32と共通部材で構成され、ブロック材6の上面に当接する押圧面部77と、下方に突出してブロック材6の上溝部6Bに挿通される一対の位置決め部78(横突出部)とを有して形成されている。さらに、横材本体71には、その長手方向に沿った所定間隔ごとに調整ビス7B(螺合部材)が螺合されており、この調整ビス7Bの先端が横材押圧部材72に当接されている。そして、図7に示すように、調整ビス7Bを回転することにより横材押圧部材72が横材本体71に対して上下に移動可能に構成され、調整ビス7Bを締め付けて横材押圧部材72を下方に移動させることで、押圧面部77でブロック材6を下方に押圧できるようになっている。
Next, the structures of the cross member 7 and the vertical member 8 will be described with reference to FIGS. Here, FIG. 6 is an exploded perspective view showing the wall structure 1. FIG. 7 is a longitudinal sectional view showing the cross member 7. FIG. 8 is a perspective view showing a fixing structure of the vertical member 8.
As shown in FIGS. 6 and 7, the cross member 7 includes a cross member main body 71 whose both ends are fixed to the vertical frame member 5, and a cross member provided below the cross member main body 71 so as to be vertically movable. And a pressing member 72. The horizontal member main body 71 includes a horizontal plane portion 73 that extends substantially horizontally, a pair of mounting piece portions 74 that are formed at both ends in the prospective direction of the horizontal plane portion 73 and on which the block material 6 is mounted, and upward from the horizontal plane portion 73. A pair of positioning piece portions 75 (lateral projecting portions) extending and inserted through the lower groove portion 6 </ b> C of the block material 6 and a pair of guide piece portions 76 extending downward from the horizontal surface portion 73 are formed. Further, the cross member pressing member 72 is composed of a common member with the upper frame pressing member 32, and is inserted into the pressing surface portion 77 contacting the upper surface of the block material 6 and the upper groove portion 6B of the block material 6 protruding downward. A pair of positioning portions 78 (lateral projecting portions) is formed. Further, an adjustment screw 7B (screwing member) is screwed into the cross member main body 71 at predetermined intervals along the longitudinal direction, and the tip of the adjustment screw 7B is brought into contact with the cross member pressing member 72. ing. Then, as shown in FIG. 7, by rotating the adjustment screw 7B, the cross member pressing member 72 is configured to be movable up and down with respect to the cross member main body 71, and the adjustment screw 7B is tightened to fix the cross member pressing member 72. By moving downward, the block surface 6 can be pressed downward by the pressing surface portion 77.

縦材8は、図4〜図6、図8に示すように、見込み方向に延びる縦材本体81と、この縦材本体81の見込み方向略中央から見付け方向に突出した延出片部82と、この延出片部82の先端側にて見込み方向に延びてブロック材6の縦溝部6Dに挿通される位置決め片部83(縦突出部)とを有して形成されている。また、縦材8における縦材本体81と延出片部82との交差位置には、ビスホール84が形成されており、横材7の水平面部73および上枠材3の上枠材本体31を上方から貫通する固定ビス8Aをビスホール84に螺合させることで、縦材8の上端部と横材本体71および上枠材本体31とが連結されるようになっている。また、縦材8の縦材本体81および位置決め片部83の上端部には、上方に突出した突出片部85,86が形成され、これらの突出片部85,86が上枠押圧部材32および横材押圧部材72の挿通孔32A,72Aに挿通されることで、上枠押圧部材32および横材押圧部材72の上下移動が拘束されないようになっている。   As shown in FIGS. 4 to 6 and 8, the longitudinal member 8 includes a longitudinal member main body 81 extending in the prospective direction, and an extending piece portion 82 projecting in the finding direction from the approximate center of the prospective direction of the longitudinal member main body 81. The extending piece 82 is formed to have a positioning piece 83 (vertical protruding portion) that extends in the prospective direction and is inserted into the vertical groove 6D of the block member 6. Further, a screw hole 84 is formed at a crossing position of the vertical member main body 81 and the extending piece portion 82 in the vertical member 8, and the horizontal plane portion 73 of the horizontal member 7 and the upper frame member main body 31 of the upper frame member 3 are connected. By fixing a fixing screw 8A penetrating from above into the screw hole 84, the upper end portion of the vertical member 8 is connected to the horizontal member main body 71 and the upper frame main body 31. Further, projecting pieces 85 and 86 projecting upward are formed at the upper ends of the longitudinal member main body 81 and the positioning piece 83 of the longitudinal member 8, and these projecting pieces 85 and 86 serve as the upper frame pressing member 32 and By being inserted through the insertion holes 32A and 72A of the cross member pressing member 72, the vertical movement of the upper frame pressing member 32 and the cross member pressing member 72 is not restricted.

一方、縦材8における縦材本体81の下端部には、位置決め片部42,75に対応して一対の切欠き87が形成され、これらの切欠き87内部には、位置決め片部42,75の先端折返しに係合可能な係合突起88が形成されている。すなわち、係合突起88によって第1係合部が構成され、位置決め片部42,75の先端折返しによって第2係合部が構成されている。また、下枠材4および横材本体71の位置決め片部42,75には、縦材8の位置決め片部83に対応して切欠き42A,75Aが形成され、これらの切欠き42A,75Aに位置決め片部83が挿通されることで、縦材8が見付け方向に位置決めされるようになっている。従って、縦材8の係合突起88を下枠材4および横材本体71の位置決め片部42,75に係合させるとともに、位置決め片部83を切欠き42A,75Aに挿通させることで、縦材8の下端部と下枠材4および横材本体71とが連結されるようになっている。   On the other hand, a pair of notches 87 are formed at the lower end portion of the longitudinal member main body 81 of the longitudinal member 8 so as to correspond to the positioning piece portions 42 and 75, and the positioning piece portions 42 and 75 are inside these notches 87. An engaging protrusion 88 is formed that can be engaged with the tip of the tip. That is, the engagement protrusion 88 constitutes a first engagement portion, and the positioning piece portions 42 and 75 are folded back to constitute a second engagement portion. Further, in the positioning piece portions 42 and 75 of the lower frame member 4 and the cross member main body 71, notches 42A and 75A are formed corresponding to the positioning piece portions 83 of the longitudinal member 8, and these notches 42A and 75A are formed. The longitudinal member 8 is positioned in the direction of finding by inserting the positioning piece 83. Therefore, the engaging protrusion 88 of the longitudinal member 8 is engaged with the positioning piece portions 42 and 75 of the lower frame member 4 and the transverse member main body 71, and the positioning piece portion 83 is inserted into the notches 42A and 75A, thereby The lower end portion of the material 8 is connected to the lower frame member 4 and the cross member main body 71.

次に、壁構造体1の施工手順について説明する。
先ず、地中に打設したコンクリートに支柱2の基端を埋め込んで基礎Fを構築するとともに複数の支柱2を立設する。基礎Fのコンクリートが硬化して所定の強度が確保されてから、以下のように壁構造体1の各組立工程を実施する。
支柱2間に固定ブラケット4Aを介して下枠材4を架設する(下枠材架設手順)。
下枠材4の上側の支柱2に沿って縦枠材5を固定する(縦枠材固定手順)。
左右の縦枠材5に沿った位置に縦材8を配置してから、下枠材4の上側に1段目のブロック材6を設置するとともに、左右に並設されるブロック材6間に縦材8を配置する(1段目ブロック材設置手順)。この際、各縦材8の係合突起88を下枠材4の位置決め片部42に係合し、位置決め片部83を切欠き42Aに挿通することで、縦材8の下端部を下枠材4に連結する。また、ブロック材6の下溝部6Cに下枠材4の位置決め片部42を挿通することで、ブロック材6の下辺部が見込み方向に位置決めされる。
Next, the construction procedure of the wall structure 1 will be described.
First, the foundation F is constructed by embedding the base end of the support column 2 in the concrete placed in the ground, and a plurality of support columns 2 are installed upright. After the concrete of the foundation F is cured and a predetermined strength is ensured, each assembly process of the wall structure 1 is performed as follows.
The lower frame material 4 is installed between the support columns 2 via the fixed bracket 4A (lower frame material installation procedure).
The vertical frame member 5 is fixed along the support column 2 on the upper side of the lower frame member 4 (vertical frame member fixing procedure).
After the vertical member 8 is arranged at a position along the left and right vertical frame members 5, the first block member 6 is installed on the upper side of the lower frame member 4, and between the block members 6 arranged side by side on the left and right. The vertical member 8 is arranged (first-stage block member installation procedure). At this time, the engaging protrusion 88 of each vertical member 8 is engaged with the positioning piece portion 42 of the lower frame member 4 and the positioning piece portion 83 is inserted into the notch 42A, so that the lower end portion of the vertical member 8 is lowered to the lower frame. Connect to material 4. Further, by inserting the positioning piece portion 42 of the lower frame material 4 into the lower groove portion 6C of the block material 6, the lower side portion of the block material 6 is positioned in the prospective direction.

次に、1段目のブロック材6の上側に横材7を設置し、横材本体71の両端部を固定ブラケット7Aを介して縦枠材5に固定してから、この横材本体71に縦材8の上端部を連結するとともに、横材7の調整ビス7Bを締め付けて横材押圧部材72で1段目のブロック材6上面を下方に押圧する(横材架設手順)。この際、横材本体71の上方から固定ビス8Aをビスホール84に螺合して縦材8の上端部を横材本体71に連結する。また、横材7の調整ビス7Bは、例えば各ブロック材6ごとに2箇所ずつ設けられ、これらの調整ビス7Bを締め付けることで、個々のブロック材6を下方に押圧する。以上の横材架設手順によって、ブロック材6の上溝部6Bに横材押圧部材72の位置決め部78を挿通し、縦溝部6Dに縦材8の位置決め片部83を挿通することで、ブロック材6の上辺部および左右の縦辺部が見込み方向に位置決めされる。さらに、横材押圧部材72で下方に押圧することで各ブロック材6が上下方向に位置決めされ、左右の縦材8が下枠材4と横材本体71とに連結されることで、各ブロック材6が見付け方向(左右方向)に位置決めされる。   Next, the cross member 7 is installed on the upper side of the block material 6 in the first stage, and both ends of the cross member main body 71 are fixed to the vertical frame member 5 via the fixing bracket 7A. While connecting the upper end part of the vertical member 8, the adjustment screw 7B of the horizontal member 7 is tightened and the upper surface of the first block member 6 is pressed downward by the horizontal member pressing member 72 (transverse member installation procedure). At this time, the fixing screw 8 </ b> A is screwed into the screw hole 84 from above the cross member main body 71 to connect the upper end portion of the vertical member 8 to the cross member main body 71. Further, the adjustment screws 7B of the cross member 7 are provided, for example, at two locations for each block member 6, and the individual block members 6 are pressed downward by tightening these adjustment screws 7B. The block member 6 is inserted by inserting the positioning portion 78 of the cross member pressing member 72 into the upper groove portion 6B of the block member 6 and inserting the positioning piece portion 83 of the vertical member 8 into the longitudinal groove portion 6D by the above cross member laying procedure. Are positioned in the prospective direction. Furthermore, each block member 6 is positioned in the vertical direction by pressing downward with the cross member pressing member 72, and the left and right vertical members 8 are connected to the lower frame member 4 and the cross member main body 71, so that each block The material 6 is positioned in the finding direction (left-right direction).

次に、1段目の横材7の上側に2段目のブロック材6を設置するとともに、左右に並設されるブロック材6間に縦材8を配置する(中段ブロック材設置手順)。この際、各縦材8の係合突起88を横材本体71の位置決め片部75に係合し、位置決め片部83を切欠き75Aに挿通することで、縦材8の下端部を下側の横材7に連結する。また、ブロック材6の下溝部6Cに横材本体71の位置決め片部75を挿通することで、ブロック材6の下辺部が見込み方向に位置決めされる。このような中段ブロック材設置手順に続いて前記横材架設手順を実施することで2段目のブロック材6が見込み方向、上下方向および見付け方向に位置決めされる。そして、中段ブロック材設置手順および横材架設手順を繰り返すことで、2段目以降のブロック材6、縦材8および横材7が組み立てられ、各段のブロック材6が見込み方向および上下方向に位置決めされる。さらに、左右の縦材8上下端部が上下の横材本体71に連結されることで、各ブロック材6が見付け方向(左右方向)に位置決めされる。   Next, the second block material 6 is installed on the upper side of the first horizontal member 7, and the vertical members 8 are arranged between the block materials 6 arranged side by side (middle block material installation procedure). At this time, the engaging protrusion 88 of each longitudinal member 8 is engaged with the positioning piece 75 of the transverse member main body 71, and the positioning piece 83 is inserted into the notch 75A, so that the lower end of the longitudinal member 8 is placed on the lower side. To the cross member 7. Further, by inserting the positioning piece portion 75 of the cross member main body 71 into the lower groove portion 6C of the block material 6, the lower side portion of the block material 6 is positioned in the prospective direction. By carrying out the cross member laying procedure subsequent to the middle block member installation procedure, the second block member 6 is positioned in the prospective direction, the vertical direction, and the finding direction. Then, by repeating the intermediate block material installation procedure and the cross member installation procedure, the block material 6, the vertical material 8 and the horizontal material 7 in the second and subsequent stages are assembled, and the block material 6 of each step is in the prospective direction and the vertical direction. Positioned. Further, the upper and lower ends of the left and right vertical members 8 are connected to the upper and lower horizontal member bodies 71, whereby each block member 6 is positioned in the direction of finding (left and right direction).

以上の中段ブロック材設置手順によって最上段のブロック材6を設置してから、最上段のブロック材6の上側に上枠材3を設置し、上枠材本体31の両端部を固定ブラケット3Aを介して支柱2に固定してから、上枠材本体31に最上段の縦材8の上端部を連結するとともに、上枠材3の調整ビス3Bを締め付けて上枠押圧部材32で最上段のブロック材6上面を下方に押圧する(上枠材架設手順)。この際、上枠材本体31の上方から固定ビス8Aをビスホール84に螺合して縦材8の上端部を上枠材本体31に連結する。また、上枠材3の調整ビス3Bは、例えば各ブロック材6ごとに2箇所ずつ設けられ、これらの調整ビス3Bを締め付けることで、個々のブロック材6を下方に押圧する。以上の上枠材架設手順によって、最上段のブロック材6の上溝部6Bに上枠押圧部材32の位置決め部35を挿通し、縦溝部6Dに縦材8の位置決め片部83を挿通することで、ブロック材6の上辺部および左右の縦辺部が見込み方向に位置決めされる。さらに、上枠押圧部材32で下方に押圧することで各ブロック材6が上下方向に位置決めされ、左右の縦材8が横材本体71と上枠材本体31とに連結されることで、ブロック材6が見付け方向(左右方向)に位置決めされる。この後に上枠材3の上枠材本体31に上枠カバー部材33を取り付けて壁構造体1の組立が完了する。   After the uppermost block material 6 is installed by the above middle block material installation procedure, the upper frame material 3 is installed on the upper side of the uppermost block material 6, and both ends of the upper frame material body 31 are fixed to the fixing bracket 3A. The upper frame material body 31 is connected to the upper end of the uppermost vertical member 8, and the upper frame pressing member 32 is used to tighten the adjustment screw 3 B of the upper frame material 3. The upper surface of the block material 6 is pressed downward (upper frame material installation procedure). At this time, the fixing screw 8 </ b> A is screwed into the screw hole 84 from above the upper frame material body 31 to connect the upper end portion of the vertical member 8 to the upper frame material body 31. Further, the adjustment screws 3B of the upper frame member 3 are provided, for example, at two locations for each block member 6, and the individual block members 6 are pressed downward by tightening these adjustment screws 3B. By the above upper frame material erection procedure, the positioning portion 35 of the upper frame pressing member 32 is inserted into the upper groove portion 6B of the uppermost block member 6 and the positioning piece portion 83 of the vertical member 8 is inserted into the vertical groove portion 6D. The upper side portion and the left and right vertical side portions of the block member 6 are positioned in the prospective direction. Further, each block member 6 is positioned in the vertical direction by pressing downward with the upper frame pressing member 32, and the left and right vertical members 8 are connected to the horizontal member main body 71 and the upper frame main body 31, thereby blocking The material 6 is positioned in the finding direction (left-right direction). Thereafter, the upper frame cover member 33 is attached to the upper frame material body 31 of the upper frame material 3 to complete the assembly of the wall structure 1.

このような本実施形態によれば、以下のような効果がある。
(1)すなわち、上枠材3、下枠材4および縦枠材5で囲まれた内部が横材7で上下に複数に仕切られ、下枠材4および各横材7の上側に各段のブロック材6が支持されるとともに、各段における左右のブロック材6間に縦材8が設けられているので、格子状のマス目内部に個々のブロック材6が支持されることとなる。従って、格子状に枠組みされた支持体(下枠材4、上枠材3、横材7および縦材8)によって支持されることで、ブロック材6を確実に支持することができ、壁構造体1としての強度が確保できるとともに、湿式工法を不要にして乾式工法で施工できることにより、工期短縮を図って施工性を高めることができる。
According to this embodiment, there are the following effects.
(1) That is, the interior surrounded by the upper frame member 3, the lower frame member 4 and the vertical frame member 5 is divided into a plurality of upper and lower portions by the cross member 7, and each step is provided above the lower frame member 4 and each cross member 7. Since the block members 6 are supported and the vertical members 8 are provided between the left and right block members 6 in each stage, the individual block members 6 are supported inside the lattice-shaped grids. Therefore, the block member 6 can be reliably supported by being supported by the support body (the lower frame member 4, the upper frame member 3, the cross member 7 and the vertical member 8) framed in a lattice shape, and the wall structure The strength as the body 1 can be secured, and the wet construction method can be eliminated and the construction can be performed by the dry construction method, thereby shortening the construction period and improving the workability.

(2)さらに、ブロック材6を湿式工法(モルタルや接着材)で固定しなくてもよいことから、上枠材3や下枠材4、縦枠材5、横材7、縦材8を分解することで、壁構造体1を容易に解体することができるとともに、解体した各部材を再び組み立てることで壁構造体1を再構築することができ、ブロック材6や支持体の再利用が可能になり、資源の節約を図ることができる。また、支柱2間に架設した下枠材4の上側に最下段(1段目)のブロック材6を支持させ、下枠材4の下側に開口部Oが形成されているので、壁構造体1の設置場所に応じて適宜なブロック材6の設置高さが選択可能になることから、設置計画上の制約を受けずに設計の自由度を高めることができる。 (2) Furthermore, since the block material 6 does not have to be fixed by a wet method (mortar or adhesive), the upper frame material 3, the lower frame material 4, the vertical frame material 5, the horizontal material 7, and the vertical material 8 are By disassembling, the wall structure 1 can be easily disassembled, and the wall structure 1 can be reconstructed by reassembling the disassembled members, and the block material 6 and the support can be reused. It becomes possible and can save resources. Further, since the lowermost (first-stage) block material 6 is supported on the upper side of the lower frame material 4 installed between the support columns 2 and the opening O is formed on the lower side of the lower frame material 4, the wall structure Since an appropriate installation height of the block member 6 can be selected according to the installation location of the body 1, the degree of freedom in design can be increased without being restricted by the installation plan.

(3)また、各段のブロック材6を並べてから、その上側に横材7または上枠材3を設置するとともに横材押圧部材72または上枠押圧部材32で下側のブロック材6の上面を押圧することで、下段から上段に向かってブロック材6と横材7(または上枠材3)とを順に設置していくことができる。そして、各段のブロック材6および横材7の設置とともに横材押圧部材72でブロック材6を押圧することで、各段ごとにブロック材6を位置決めすることができることから、上下方向の位置決め精度を向上させることができる。さらに、上下方向の複数段のブロック材6を積み上げてから位置決めする場合と比較して、位置決め作業が容易になるとともに、手直しの手間も低減できることから、施工作業の効率をさらに向上させることができる。 (3) Further, after arranging the block members 6 of each step, the cross member 7 or the upper frame member 3 is installed on the upper side thereof, and the upper surface of the lower block member 6 by the cross member pressing member 72 or the upper frame pressing member 32. By pressing the block member 6 and the cross member 7 (or the upper frame member 3) can be sequentially installed from the lower stage toward the upper stage. And since the block material 6 can be positioned for each level by pressing the block material 6 with the horizontal material pressing member 72 together with the installation of the block material 6 and the horizontal material 7 at each level, the positioning accuracy in the vertical direction Can be improved. Furthermore, compared to the case where positioning is performed after stacking a plurality of block members 6 in the vertical direction, positioning work is facilitated and labor for reworking can be reduced, so that the efficiency of construction work can be further improved. .

(4)また、横材7(および上枠材3)において、横材本体71(上枠材本体31)と横材押圧部材72(上枠押圧部材32)とを別体で構成し、調整ビス7B(調整ビス3B)を締め付けて横材押圧部材72(上枠押圧部材32)を下方に移動させることで、ブロック材6を押圧して上下方向に位置決めすることができ、ブロック材6の位置決め精度が向上するとともに、位置決め作業の作業性を向上させることができる。また、下枠材4および横材本体71に形成した位置決め片部42,75がブロック材6の下溝部6Cに挿通され、横材押圧部材72および上枠押圧部材32に形成した位置決め部78,35がブロック材6の上溝部6Bに挿通されることで、これらの横材押圧部材72および上枠押圧部材32の下方への移動によってブロック材6の上下方向の位置決めと同時に見込み方向の位置決めを実行することができる。 (4) Further, in the cross member 7 (and the upper frame member 3), the cross member main body 71 (upper frame main body 31) and the cross member pressing member 72 (upper frame pressing member 32) are configured separately and adjusted. By tightening the screw 7B (adjustment screw 3B) and moving the horizontal member pressing member 72 (upper frame pressing member 32) downward, the block member 6 can be pressed and positioned in the vertical direction. Positioning accuracy can be improved and workability of positioning work can be improved. Further, the positioning piece portions 42 and 75 formed in the lower frame member 4 and the horizontal member main body 71 are inserted into the lower groove portion 6C of the block member 6 and the positioning portions 78 and 72 formed in the horizontal member pressing member 72 and the upper frame pressing member 32, respectively. 35 is inserted into the upper groove portion 6B of the block member 6 so that the horizontal member pressing member 72 and the upper frame pressing member 32 are moved downward to position the block member 6 in the vertical direction and simultaneously in the prospective direction. Can be executed.

(5)また、縦材8の係合突起88が横材本体71の位置決め片部75に係合され、位置決め片部83が切欠き75Aに挿通されることで、縦材8の下端部が横材本体71に連結されるので、横材7上にブロック材6とともに縦材8を設置する際の作業性を向上させることができる。さらに、横材本体71の上方から固定ビス8Aをビスホール84に螺合することで縦材8の上端部が横材本体71に連結されるので、連結作業が容易に実行できるとともに、横材7と縦材8との連結強度を高めて、壁構造体1としての強度を向上させることができる。 (5) Further, the engaging protrusion 88 of the longitudinal member 8 is engaged with the positioning piece portion 75 of the transverse member main body 71, and the positioning piece portion 83 is inserted into the notch 75A, so that the lower end portion of the longitudinal member 8 is Since it is connected to the cross member main body 71, workability when installing the vertical member 8 together with the block member 6 on the cross member 7 can be improved. Further, the fixing screw 8A is screwed into the screw hole 84 from above the cross member main body 71 so that the upper end portion of the vertical member 8 is connected to the cross member main body 71. The strength of the wall structure 1 can be improved by increasing the connection strength between the vertical member 8 and the vertical member 8.

(6)また、縦枠材5が断面略コ字形に形成され、その内部に縦材8を受け入れ可能に構成されることで、縦枠材5の内部にて縦材8の見付け位置を調節することができ、支柱2の間隔寸法(モジュール)の変更(例えば、関東間の910mmモジュールと、1mモジュールとの変更)に対して容易に対応することができる。そして、縦材8の見付け位置を調整した場合でも、縦枠材5から縦材8が大きく露出しないことで良好な外観が維持できる。このようなモジュール変更に際して、予めブロック材6の縦横寸法が異なるように形成しておき、910mmモジュールの場合には、短辺が横寸法となるようにブロック材6を設置し、1mモジュールの場合には、長辺が横寸法となるようにブロック材6を設置することで、共通のブロック材6が利用可能になる。 (6) Further, the vertical frame member 5 is formed in a substantially U-shaped cross section, and is configured to receive the vertical member 8 therein, thereby adjusting the position where the vertical member 8 is found inside the vertical frame member 5. It is possible to cope with a change in the spacing dimension (module) of the support 2 (for example, a change between a 910 mm module between Kanto and a 1 m module). Even when the position where the vertical member 8 is found is adjusted, the vertical member 8 is not greatly exposed from the vertical frame member 5 so that a good appearance can be maintained. In such a module change, the block material 6 is formed in advance so that the vertical and horizontal dimensions thereof are different. In the case of a 910 mm module, the block material 6 is installed so that the short side has a horizontal dimension. The common block material 6 can be used by installing the block material 6 so that the long side has a horizontal dimension.

なお、本発明は、前記実施形態に限定されるものではなく、本発明の目的が達成できる他の構成等を含み、以下に示すような変形等も本発明に含まれる。
例えば、前記実施形態においては、ブロック材6として、保水性を有した陶器、磁器、せっ器、土器などの焼物製の保水ブロックを用いたが、これに限らず、ブロック材としては、コンクリートブロックや煉瓦、樹脂製ブロック、ガラスブロック、木製ブロックなどであってもよい。また、支持材としては、地中の基礎Fから立設される支柱2に限らず、コンクリート壁やブロック壁などの壁体であってもよい。
また、前記実施形態では、上下一対の上枠材3および下枠材4の間にブロック材6を並べて配置したが、上枠材3および下枠材4が上下に複数組で設けられ、各組の上枠材3と下枠材4との間にブロック材6が配置されていてもよい。すなわち、前記実施形態では、下枠材4の下側に開口部Oが設けられていたが、複数組の上枠材3および下枠材4を設けた場合には、下側の組の上枠材3の上側と、上側の組の下枠材4の下側との間に開口部を形成することができ、壁構造体1の計画自由度をさらに向上させることができる。
In addition, this invention is not limited to the said embodiment, Including other structures etc. which can achieve the objective of this invention, the deformation | transformation etc. which are shown below are also contained in this invention.
For example, in the above-described embodiment, the block material 6 is a water retaining block made of ceramics such as ceramics, porcelain, porcelain, earthenware, etc. having water retention capacity. It may be a brick, a resin block, a glass block, a wooden block, or the like. Moreover, as a support material, wall bodies, such as not only the support | pillar 2 standing from the foundation F in the ground but a concrete wall and a block wall, may be sufficient.
Moreover, in the said embodiment, although the block material 6 was arranged side by side between the upper-frame pair 3 of upper and lower frames, and the lower frame material 4, the upper frame material 3 and the lower frame material 4 are provided in multiple sets up and down, A block member 6 may be disposed between the upper frame member 3 and the lower frame member 4 of the set. That is, in the above embodiment, the opening O is provided on the lower side of the lower frame member 4, but when a plurality of sets of the upper frame member 3 and the lower frame member 4 are provided, An opening can be formed between the upper side of the frame member 3 and the lower side of the lower frame member 4 in the upper set, and the degree of freedom in planning the wall structure 1 can be further improved.

さらに、前記実施形態では、横材7および上枠材3において、横材本体71および上枠材本体31と横材押圧部材72および上枠押圧部材32とを別体で構成し、調整ビス7B,3Bを締め付けて横材押圧部材72および上枠押圧部材32を下方に移動させることで、ブロック材6を押圧する構成を採用したが、これに限られない。すなわち、横材7および上枠材3の押圧部材としては、横材本体や上枠材本体に固定されて上下伸縮自在な伸縮部材から構成されてもよく、また横材本体や上枠材本体に固定されて弾性変形自在な弾性部材から構成されてもよい。ここで、弾性部材としては、例えば、ゴム製の気密部材や、スポンジ等のクッション部材などが例示でき、これらの弾性部材を固定した横材本体や上枠材本体をブロック材の上側に設置することで、弾性部材がブロック材の上面に当接して下方に押圧することが可能となる。
また、前記実施形態では、横材7の調整ビス7Bが各ブロック材6ごとに2箇所ずつ設けられていたが、これに限らず、調整ビス7Bが各ブロック材6ごとに1箇所ずつあるいは3箇所以上ずつ設けられてもよく、また縦材8に隣接した両端部のブロック材6に対して2箇所、その他中間部のブロック材6に対して1箇所ずつの調整ビス7Bが設けられていてもよい。
Further, in the embodiment, in the cross member 7 and the upper frame member 3, the cross member main body 71 and the upper frame member main body 31, the cross member pressing member 72, and the upper frame pressing member 32 are configured separately, and the adjustment screw 7B. , 3B is tightened and the cross member pressing member 72 and the upper frame pressing member 32 are moved downward to adopt the configuration for pressing the block member 6, but this is not a limitation. That is, the pressing member for the cross member 7 and the upper frame member 3 may be formed of an elastic member that is fixed to the cross member main body or the upper frame member main body and can be vertically expanded and contracted. It may be configured from an elastic member that is fixed to and elastically deformable. Here, examples of the elastic member include a rubber-made airtight member and a cushion member such as a sponge, and the transverse member body and the upper frame member body to which these elastic members are fixed are installed on the upper side of the block member. Thus, the elastic member can come into contact with the upper surface of the block member and can be pressed downward.
In the above embodiment, the adjustment screws 7B of the cross member 7 are provided at two locations for each block material 6. However, the adjustment screws 7B are not limited to this, and the adjustment screws 7B are provided at one location for each block material 6 or three. Two or more adjustment screws 7B may be provided for the block material 6 at both ends adjacent to the vertical member 8, and one adjustment screw 7B for the other intermediate block material 6. Also good.

また、前記実施形態で説明した縦材8は、図9および図10に示す変形例のような形態および横材本体71との係合構造を有して構成されてもよい。
すなわち、図9および図10において、縦材8は、前記実施形態の位置決め片部83を有さずに、縦材本体81と延出片部82とによって断面略十字形に形成されている。そして、縦材本体81と延出片部82との交差位置に形成されたビスホール84に固定ビス8Aを螺合させることで、縦材8の上端部と横材本体71とが連結されるようになっている。また、縦材本体81の下端部には、一対の切欠き87と、これらの切欠き87内部の係合突起(第1係合部)88とが形成され、係合突起88を横材本体71の位置決め片部75に係合させることで、縦材8の下端部と横材本体71とが連結されるようになっている。一方、横材本体71の位置決め片部75には、前記実施形態のような切欠き75Aが形成されておらず、この切欠き75Aに代えて係合突起88を時計回りに係止する係止片75Bが形成されている。以上の変形例では、図10に示すように、縦材8自体を反時計回りに傾斜させた状態で係合突起88を横材本体71の位置決め片部75間に挿通してから、縦材8を時計回りに回転させて係合突起88を係止片75Bに当接させ、その状態で上側の横材本体71を貫通する固定ビス8Aをビスホール84に螺合して締め付けることで、縦材8が横材本体71に対して位置決めされかつ連結されるようになっている。
Further, the vertical member 8 described in the above embodiment may be configured to have a configuration as shown in the modified example shown in FIGS. 9 and 10 and an engagement structure with the cross member main body 71.
That is, in FIGS. 9 and 10, the vertical member 8 does not have the positioning piece portion 83 of the above-described embodiment, and is formed in a substantially cross-shaped cross section by the vertical member main body 81 and the extending piece portion 82. And the upper end part of the vertical member 8 and the horizontal member main body 71 are connected by screwing the fixing screw 8A into the screw hole 84 formed at the intersecting position of the vertical member main body 81 and the extending piece part 82. It has become. In addition, a pair of notches 87 and engaging protrusions (first engaging portions) 88 inside these notches 87 are formed at the lower end portion of the vertical member main body 81, and the engaging protrusions 88 are formed in the cross member main body. The lower end portion of the vertical member 8 and the cross member main body 71 are connected to each other by engaging with the positioning piece portion 75 of 71. On the other hand, the positioning piece 75 of the cross member main body 71 is not formed with the notch 75A as in the above-described embodiment, and instead of the notch 75A, the engagement protrusion 88 is locked clockwise. A piece 75B is formed. In the above modification, as shown in FIG. 10, the engaging protrusion 88 is inserted between the positioning piece portions 75 of the cross member main body 71 in a state where the vertical member 8 is inclined counterclockwise, 8 is rotated clockwise to bring the engaging protrusion 88 into contact with the locking piece 75B, and in this state, the fixing screw 8A penetrating the upper cross member main body 71 is screwed into the screw hole 84 and tightened, thereby The member 8 is positioned and connected to the cross member main body 71.

その他、本発明を実施するための最良の構成、方法などは、以上の記載で開示されているが、本発明は、これに限定されるものではない。すなわち、本発明は、主に特定の実施形態に関して特に図示され、かつ説明されているが、本発明の技術的思想および目的の範囲から逸脱することなく、以上述べた実施形態に対し、形状、材質、数量、その他の詳細な構成において、当業者が様々な変形を加えることができるものである。
従って、上記に開示した形状、材質などを限定した記載は、本発明の理解を容易にするために例示的に記載したものであり、本発明を限定するものではないから、それらの形状、材質などの限定の一部もしくは全部の限定を外した部材の名称での記載は、本発明に含まれるものである。
In addition, the best configuration, method and the like for carrying out the present invention have been disclosed in the above description, but the present invention is not limited to this. That is, the invention has been illustrated and described with particular reference to certain specific embodiments, but without departing from the spirit and scope of the invention, Various modifications can be made by those skilled in the art in terms of material, quantity, and other detailed configurations.
Therefore, the description limiting the shape, material, etc. disclosed above is an example for easy understanding of the present invention, and does not limit the present invention. The description by the name of the member which remove | excluded the limitation of one part or all of such is included in this invention.

本発明の実施形態に係る壁構造体を示す正面図である。It is a front view which shows the wall structure which concerns on embodiment of this invention. 前記壁構造体を拡大して示す正面図である。It is a front view which expands and shows the said wall structure. 前記壁構造体を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows the said wall structure. 前記壁構造体を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows the said wall structure. 前記壁構造体を拡大して示す横断面図である。It is a cross-sectional view which expands and shows the said wall structure. 前記壁構造体を示す分解斜視図である。It is a disassembled perspective view which shows the said wall structure. 前記壁構造体における横材を示す縦断面図である。It is a longitudinal cross-sectional view which shows the cross member in the said wall structure. 前記壁構造体における縦材の固定構造を示す斜視図である。It is a perspective view which shows the fixing structure of the vertical member in the said wall structure. 本発明の変形例に係る縦材の固定構造を示す斜視図である。It is a perspective view which shows the fixing structure of the vertical member which concerns on the modification of this invention. 前記変形例の固定構造を示す平面図である。It is a top view which shows the fixed structure of the said modification.

符号の説明Explanation of symbols

1…壁構造体、2…支柱(支持材)、3…上枠材、3B…調整ビス(螺合部材)、4…下枠材、5…縦枠材、6…ブロック材、6B…上溝部、6C…下溝部、6D…縦溝部、7…横材、7B…調整ビス(螺合部材)、8…縦材、8A…固定ビス(固着部材)、31…上枠材本体、32…上枠押圧部材、71…横材本体、72…横材押圧部材、75…位置決め片部(横突出部)、78…位置決め部(横突出部)、83…位置決め片部(縦突出部)、88…係合突起(第1係合部)。   DESCRIPTION OF SYMBOLS 1 ... Wall structure, 2 ... Support | pillar (support material), 3 ... Upper frame material, 3B ... Adjustment screw (screwing member), 4 ... Lower frame material, 5 ... Vertical frame material, 6 ... Block material, 6B ... Upper Groove, 6C ... Lower groove, 6D ... Vertical groove, 7 ... Cross member, 7B ... Adjusting screw (screwing member), 8 ... Vertical member, 8A ... Fixed screw (fixing member), 31 ... Upper frame material body, 32 ... Upper frame pressing member, 71 ... cross member main body, 72 ... cross member pressing member, 75 ... positioning piece part (lateral protrusion part), 78 ... positioning part (lateral protrusion part), 83 ... positioning piece part (vertical protrusion part), 88 ... engagement protrusion (first engagement portion).

Claims (9)

所定間隔を介して設けられた複数の支持材と、これらの支持材間に渡って架設される上枠材および下枠材と、前記支持材、上枠材および下枠材で囲まれた領域に上下左右に並設される複数のブロック材とを備えた壁構造体であって、
前記複数のブロック材のうち、上下に並設されるブロック材間には、前記支持材間に渡って横材が架設され、左右に並設されるブロック材間には、前記下枠材と前記横材とに渡る縦材、前記上下の横材同士に渡る縦材、および前記横材と前記上枠材とに渡る縦材が架設され、
前記横材は、前記支持材に対して移動不能に支持される横材本体と、この横材本体に対して上下に移動自在、伸縮自在または弾性変形自在に設けられて前記ブロック材を押圧する押圧部材とを有して構成されている壁構造体。
A plurality of support members provided at predetermined intervals, an upper frame member and a lower frame member constructed between these support members, and a region surrounded by the support member, the upper frame member, and the lower frame member A wall structure including a plurality of block members arranged side by side vertically,
Among the plurality of block members, between the block members arranged side by side in the vertical direction, a cross member is installed between the support members, and between the block members arranged side by side on the left and right, the lower frame member and A longitudinal member spanning the transverse member, a longitudinal member spanning the upper and lower transverse members, and a longitudinal member spanning the transverse member and the upper frame member,
The cross member is provided so as to be immovable with respect to the support member, and the cross member is provided so as to be movable up and down, stretchable or elastically deformable with respect to the cross member main body, and presses the block member. A wall structure having a pressing member.
前記横材の押圧部材は、前記横材本体の下側に設けられて下方に位置する前記ブロック材の上面に当接可能に構成されている請求項1に記載の壁構造体。   2. The wall structure according to claim 1, wherein the pressing member of the cross member is configured to be able to contact an upper surface of the block member provided below the cross member main body and positioned below. 前記上枠材は、前記支持材に固定される上枠材本体と、この上枠材本体に対して上下に移動自在、伸縮自在または弾性変形自在に設けられて下側の前記ブロック材を押圧する上枠押圧部材とを有して構成されている請求項1または請求項2に記載の壁構造体。   The upper frame member is provided on an upper frame member body fixed to the support member, and is movable up and down, stretchable or elastically deformable with respect to the upper frame member body, and presses the lower block member. The wall structure according to claim 1 or 2, comprising an upper frame pressing member. 前記横材の押圧部材は、前記横材本体と別体に形成され、前記横材本体には、螺合部材が螺合されており、
前記押圧部材に前記螺合部材の先端を当接させた状態で当該螺合部材を回転することにより当該押圧部材が上下に移動可能に構成されている請求項1から請求項3のいずれかに記載の壁構造体。
The pressing member of the cross member is formed separately from the cross member main body, and the screw member is screwed to the cross member main body,
The pressing member is configured to be movable up and down by rotating the screwing member in a state where the tip of the screwing member is in contact with the pressing member. The wall structure described.
前記縦材の下端部に形成された第1係合部と、前記下枠材および横材本体に設けられた第2係合部とを係合させることで、当該縦材の下端部が当該下枠材および横材本体に連結され、
前記上枠材および横材本体を上方から貫通する固着部材を前記縦材の上端部に固着することで、当該縦材の上端部が当該上枠材および横材本体に連結されている請求項1から請求項4のいずれかに記載の壁構造体。
By engaging the first engagement portion formed at the lower end portion of the longitudinal member and the second engagement portion provided on the lower frame member and the transverse member main body, the lower end portion of the longitudinal member becomes the It is connected to the lower frame material and the transverse material body,
The upper end portion of the vertical member is connected to the upper frame member and the horizontal member main body by fixing a fixing member penetrating the upper frame member and the horizontal member main body from above to the upper end portion of the vertical member. The wall structure according to any one of claims 1 to 4.
前記支持材に沿って縦枠材が設けられ、この縦枠材を介して前記横材が前記支持材に固定され、
前記縦枠材は、前記縦材を受け入れ可能な断面略コ字形に形成されている請求項1から請求項5のいずれかに記載の壁構造体。
A vertical frame member is provided along the support member, and the cross member is fixed to the support member through the vertical frame member,
The wall structure according to any one of claims 1 to 5, wherein the vertical frame member is formed in a substantially U-shaped cross section capable of receiving the vertical member.
前記ブロック材は、保水性を有した陶器、磁器、せっ器、土器などの焼物で構成されている請求項1から請求項6のいずれかに記載の壁構造体。   The said block material is a wall structure in any one of Claims 1-6 comprised with ceramics, such as earthenware, porcelain, a porcelain, earthenware, which has water retention. 前記ブロック材は、全体略直方体状に形成されるとともに、上下の見込み面および左右の見込み面には、見込み方向に直交して四周連続した溝部が設けられており、
前記横材本体および前記押圧部材には、前記ブロック材の上下の溝部に挿入される横突出部が形成され、前記縦材には、前記ブロック材の左右の溝部のうち少なくとも一方に挿入される縦突出部が形成されている請求項1から請求項7のいずれかに記載の壁構造体。
The block material is formed in a substantially rectangular parallelepiped shape as a whole, and the upper and lower prospective surfaces and the left and right prospective surfaces are provided with grooves that are continuous four times perpendicular to the prospective direction,
The horizontal member main body and the pressing member are formed with lateral protrusions that are inserted into the upper and lower grooves of the block member, and the vertical member is inserted into at least one of the left and right groove portions of the block member. The wall structure according to any one of claims 1 to 7, wherein a vertical protrusion is formed.
所定間隔を介して設けられた複数の支持材と、これらの支持材間に渡って架設される上枠材および下枠材と、前記支持材、上枠材および下枠材で囲まれた領域に上下左右に並設される複数のブロック材とを備えた壁の施工方法であって、
前記横材は、前記支持材に固定される横材本体と、この横材本体に対して上下に移動自在または伸縮自在に設けられて前記ブロック材を押圧する押圧部材とを有して構成されており、
前記支持材間に渡って前記下枠材を架設する下枠材架設手順と、
前記架設した下枠材の上側に1段目の前記ブロック材を設置するとともに、これらの左右に並設されるブロック材間に縦材を配置して当該縦材の下端部を前記下枠材に連結する1段目ブロック材設置手順と、
前記左右に並設したブロック材の上側に前記横材を設置して前記横材本体の両端部を前記支持材に固定し、当該横材本体に前記縦材の上端部を連結するとともに、前記横材の押圧部材で前記ブロック材を下方に押圧する横材架設手順と、
前記架設した横材の上側に2段目以降の前記ブロック材を設置するとともに、これらの左右に並設されるブロック材間に縦材を配置して当該縦材の下端部を前記横材本体に連結する中段ブロック材設置手順と、
前記横材架設手順および中段ブロック材設置手順を所定数だけ繰り返した後に、最上段の前記ブロック材の上側に前記上枠材を設置して当該上枠材を前記支持材間に架設するとともに、当該上枠材に前記縦材の上端部を連結する上枠材架設手順とを備える壁の施工方法。
A plurality of support members provided at predetermined intervals, an upper frame member and a lower frame member constructed between these support members, and a region surrounded by the support member, the upper frame member, and the lower frame member A wall construction method comprising a plurality of block materials arranged side by side vertically and horizontally,
The cross member includes a cross member main body fixed to the support member, and a pressing member that is provided so as to be movable up and down or expandable with respect to the cross member main body and presses the block member. And
A lower frame material installation procedure for installing the lower frame material between the support materials;
The block material of the first stage is installed on the upper side of the installed lower frame material, and a vertical material is arranged between the block materials arranged side by side on the left and right sides, and the lower end portion of the vertical material is placed on the lower frame material. The first-stage block material installation procedure to be connected to
The cross member is installed on the upper side of the block material arranged side by side, the both ends of the cross member main body are fixed to the support member, the upper end of the vertical member is connected to the cross member main body, and A cross member installation procedure for pressing the block member downward with a cross member pressing member,
The block material of the second and subsequent stages is installed on the upper side of the installed cross member, and a vertical member is disposed between the block members arranged side by side on the left and right sides, and the lower end portion of the vertical member is placed on the cross member main body. The middle block material installation procedure to be connected to,
After repeating the cross member installation procedure and the middle block material installation procedure a predetermined number of times, the upper frame material is installed on the upper side of the uppermost block material and the upper frame material is installed between the support materials, A wall construction method comprising: an upper frame material erection procedure for connecting an upper end portion of the vertical member to the upper frame material.
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JP2016098561A (en) * 2014-11-21 2016-05-30 株式会社Lixil Wall structure
CN105178697A (en) * 2015-08-06 2015-12-23 哈尔滨达城绿色建筑技术开发股份有限公司 Concrete building block enclosing wall and assembly construction method
JP2017115530A (en) * 2015-12-25 2017-06-29 株式会社Lixil Wall structure
JP2021095769A (en) * 2019-12-18 2021-06-24 株式会社竹中工務店 Wall structure
JP7443643B2 (en) 2019-12-18 2024-03-06 株式会社竹中工務店 wall structure
JP2021169700A (en) * 2020-04-14 2021-10-28 株式会社竹中工務店 Pillar wood wall structure
JP7681947B2 (en) 2020-04-14 2025-05-23 株式会社竹中工務店 pillar wood wall structure
JP2024081969A (en) * 2022-12-07 2024-06-19 Ykk Ap株式会社 Wall structure

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