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JP2002276041A - Joint member - Google Patents

Joint member

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Publication number
JP2002276041A
JP2002276041A JP2001071847A JP2001071847A JP2002276041A JP 2002276041 A JP2002276041 A JP 2002276041A JP 2001071847 A JP2001071847 A JP 2001071847A JP 2001071847 A JP2001071847 A JP 2001071847A JP 2002276041 A JP2002276041 A JP 2002276041A
Authority
JP
Japan
Prior art keywords
joint
concrete
concrete structure
joint member
positioning
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001071847A
Other languages
Japanese (ja)
Other versions
JP4585706B2 (en
Inventor
Hisao Yasumura
久雄 康村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MITSUMARU KK
Original Assignee
MITSUMARU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MITSUMARU KK filed Critical MITSUMARU KK
Priority to JP2001071847A priority Critical patent/JP4585706B2/en
Publication of JP2002276041A publication Critical patent/JP2002276041A/en
Application granted granted Critical
Publication of JP4585706B2 publication Critical patent/JP4585706B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joint member capable of easily forming a joint-like pattern without forming a seam on a surface of a concrete structure. SOLUTION: This joint member is provided with a joint part body 1 for forming a joint-like part, and a sandwiching part 2 sandwiched between mutual concrete forms, and supporting the joint part body 1 on an inside surface of the concrete forms. A concrete material is placed in a state of supporting the joint part body 1 by sandwiching the sandwiching part 2 in a form seam part of a concrete form inside surface. When separating and removing the concrete forms after curing and hardening, the joint part body 1 remains in a surface part of the concrete structure in an embedded state, and the joint-like pattern is formed in the part. Thus, the seam is not transferred to the surface of the concrete structure so that a beautiful appearance is improved, and complicated postprocessing work for recovering the seam part by chipping and plasterer work is obviated so that a construction period can be shortened, and a cost can be reduced.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物の基礎等のコ
ンクリート構造物の表面に目地状部を形成する目地部材
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint member for forming joints on the surface of a concrete structure such as a foundation of a building.

【0002】[0002]

【従来の技術】従来、建築物の土台となる基礎33は、
図11に示すように、建物の外部に露出する表面が平滑
なものがつくられていた。このような表面が平滑な基礎
33では、変化に欠しく見栄えが悪くなりがちであっ
た。このため、コンクリートの基礎33を打設したの
ち、その表面に、モルタルを吹きつけて凹凸模様を付与
したり、タイル貼りを行い、基礎33の見栄えを良くす
ることが行われてきた。
2. Description of the Related Art Conventionally, a foundation 33 serving as a foundation of a building is:
As shown in FIG. 11, the surface exposed to the outside of the building was made smooth. Such a foundation 33 having a smooth surface tends to have a poor appearance due to lack of change. For this reason, after the concrete foundation 33 is cast, mortar is sprayed on the surface to give an uneven pattern or to be tiled to improve the appearance of the foundation 33.

【0003】ところが、上記のようなモルタル塗布やタ
イル貼りを施した基礎33では、それだけ施工工程が増
え、コスト高になるうえ、工期も長くなるという問題が
あった。
[0003] However, the foundation 33 on which mortar is applied or tiled as described above has a problem that the number of construction steps is increased, the cost is increased, and the construction period is prolonged.

【0004】そこで、基礎33の表面に凹凸模様を形成
させるものとして、例えば、特開平8−218625号
に開示されたコンクリート用型枠用模様板30が考案さ
れ、実施されている。このコンクリート用型枠用模様板
30は、図12に示すように、表裏面に凹凸模様34や
溝を形成させる突条35を有する薄板からなる。そし
て、所定間隔を隔てて対峙させた型枠31,32の、コ
ンクリート構造物の外側面に位置する型枠31の内面に
並べて沿わせ、上記両型枠31,32間の空間にコンク
リートを打設することにより、基礎33の表面に、上記
模様板30の凹凸模様34や溝を転写させるものであ
る。
In order to form an uneven pattern on the surface of the foundation 33, for example, a concrete mold pattern plate 30 disclosed in JP-A-8-218625 has been devised and put into practice. As shown in FIG. 12, the concrete formwork pattern plate 30 is made of a thin plate having an uneven pattern 34 and a ridge 35 for forming a groove on the front and back surfaces. Then, the molds 31, 32 facing each other at a predetermined interval are arranged along the inner surface of the mold 31 positioned on the outer surface of the concrete structure, and concrete is poured into the space between the molds 31, 32. By providing, the uneven pattern 34 and the groove of the pattern board 30 are transferred to the surface of the foundation 33.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記従
来の工法では、いずれも、隣接する型枠31同士の間や
模様板30同士の間に継ぎ目が生じるのが避けられな
い。このように、型枠31や模様板30同士の間に継ぎ
目があると、継ぎ目がコンクリー構造物の表面に転写さ
れて美観上好ましくないうえ、継ぎ目部分をはつりや左
官作業等で修復する極めて煩雑な後処理作業の必要が生
じるという問題があった。
However, in the above-mentioned conventional construction methods, it is unavoidable that a seam is formed between the adjacent formwork 31 or between the pattern boards 30. If there is a seam between the formwork 31 and the pattern board 30 as described above, the seam is transferred to the surface of the concrete structure, which is not aesthetically pleasing, and the seam portion is extremely complicated to be repaired by hanging or plastering work. There has been a problem that a need for a post-processing work is required.

【0006】また、上記模様板30では、コンクリート
製の基礎33の表面に直接凹凸模様や溝を形成するた
め、溝に沿ってクラックが入りやすい。このようなクラ
ックが生じると、風雨や塵芥の侵入によって黒ずんだり
周囲に目立つしみができたりして外観上好ましくない。
また、上記模様板30では、コンクリートの表面に直接
溝が形成されるだけであるため、例えば、目地状の模様
を形成してレンガ積みや石積み風の外観をだすために
は、表面に形成された溝にあらためて漆喰等を注入する
必要があり、施工工程が増えてコスト高になるうえ、工
期も長くなるという問題があった。
Further, in the pattern board 30, since an uneven pattern or a groove is formed directly on the surface of the concrete base 33, cracks are easily formed along the groove. When such cracks occur, the appearance of the surface is unpreferable because it becomes dark or has a conspicuous stain on the periphery due to the entry of wind and rain or dust.
Further, in the pattern plate 30, since only grooves are formed directly on the surface of concrete, for example, in order to form a joint-like pattern to give the appearance of brickwork or masonry-like, it is formed on the surface. It is necessary to re-inject the plaster or the like into the groove, which increases the number of construction steps, increases the cost, and increases the construction period.

【0007】さらに、上記模様板30は、表裏面に凹凸
形状を有する薄板であるため、凹凸形状がつぶれやす
く、繰り返し使用に適さないという問題もある。しか
も、離型剤を塗布しなければ凹凸模様34や溝をきれい
に転写できず、これらのような作業にも工数がかかって
いた。さらに、型枠31内面に模様板30を並べて固定
するためにビス止め等を行う必要があり、模様板30の
取付け取り外しに要する作業量も極めて多く、それだけ
施工費用が高いものになっていた。
Further, since the pattern plate 30 is a thin plate having irregularities on the front and back surfaces, there is a problem that the irregularities are easily crushed and are not suitable for repeated use. In addition, if the release agent is not applied, the concave and convex pattern 34 and the groove cannot be transferred cleanly, and such operations also require man-hours. Further, it is necessary to perform screwing or the like to arrange and fix the pattern boards 30 on the inner surface of the formwork 31, so that the amount of work required for mounting and removing the pattern boards 30 is extremely large, and the construction cost is accordingly high.

【0008】また、一般に、コンクリート構造物中には
補強部材として鉄筋等を埋設することが行なわれてい
る。このような鉄筋は、コンクリート構造物の表面に見
えてしまうと外観が著しく悪くなる上、強度的にも低下
を免れない。このため、図13に示すように、鉄筋36
に複数のスペーサ37を取り付け、各スペーサ37と型
枠31,32内面との隙間をひとつずつ目視で確認する
ことによって鉄筋36を位置決めすることが行なわれて
いる。このような目視での位置決め作業は、煩雑極まり
ないうえ、調整が不十分であると、コンクリート構造物
の表面にスペーサ37が露出するという取り返しのつか
ない工事不良につながってしまう。
[0008] Generally, a reinforcing bar or the like is buried as a reinforcing member in a concrete structure. Such a rebar has a remarkably poor appearance when seen on the surface of a concrete structure, and is inevitably reduced in strength. For this reason, as shown in FIG.
A plurality of spacers 37 are attached to each of them, and the gap between each of the spacers 37 and the inner surfaces of the molds 31 and 32 is visually checked one by one to position the reinforcing bar 36. Such visual positioning work is extremely complicated and, if the adjustment is insufficient, leads to irreparable construction failure in which the spacer 37 is exposed on the surface of the concrete structure.

【0009】本発明は、このような事情に鑑みなされた
もので、コンクリート構造物の表面に継ぎ目をつくるこ
となく容易に目地状の模様を形成することができる目地
部材の提供を第1の目的とし、コンクリート構造物に埋
設される補強部材の位置決めを極めて容易に行いうる目
地部材の提供を第2の目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and a first object of the present invention is to provide an joint member capable of easily forming an joint pattern without forming a joint on the surface of a concrete structure. A second object of the present invention is to provide a joint member that can extremely easily position a reinforcing member embedded in a concrete structure.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するた
め、本発明の目地部材は、コンクリートに埋設されてコ
ンクリート構造物の表面に目地状部を形成する目地部材
であって、目地状部を形成する目地部本体と、コンクリ
ート用型枠同士の間に挟持されてコンクリート用型枠の
内面で目地部本体を支持する挟持部とを備えたことを第
1の要旨とする。
To achieve the above object, an joint member according to the present invention is a joint member buried in concrete to form a joint on a surface of a concrete structure. It is a first gist that the joint body includes a joint body to be formed and a sandwiching portion that is sandwiched between the concrete molds and supports the joint body on the inner surface of the concrete mold.

【0011】すなわち、本発明の第1の目地部材は、目
地状部を形成する目地部本体と、コンクリート用型枠同
士の間に挟持されてコンクリート用型枠の内面で目地部
本体を支持する挟持部とを備えている。このため、コン
クリート用型枠内面の型枠の継ぎ目部分に挟持部を挟持
させて目地部本体を支持した状態でコンクリート材料を
打設し、養生硬化させたのちコンクリート用型枠を剥離
除去させると、コンクリート構造物の表面部分に目地部
本体が埋設された状態で残り、その部分に目地状の模様
が形成される。したがって、コンクリート構造物の表面
には継ぎ目が転写されることがなく、美観的に優れる
上、継ぎ目部分をはつりや左官作業等で修復する煩雑な
後処理作業が不要になり、工期が短縮できてコスト削減
も可能となる。
That is, the first joint member of the present invention is supported between the joint body forming the joint-shaped part and the concrete form by being held between the concrete forms. A holding portion. For this reason, concrete material is poured in a state where the holding portion is sandwiched between joint portions of the formwork on the inner surface of the concrete formwork and the joint body is supported, and after curing and curing, the concrete formwork is peeled off and removed. Then, the joint portion main body remains buried in the surface portion of the concrete structure, and a joint-like pattern is formed in that portion. Therefore, the seam is not transferred to the surface of the concrete structure, and the surface is excellent in aesthetic appearance. Further, complicated post-processing work for repairing the seam portion by hanging, plastering, or the like becomes unnecessary, and the construction period can be shortened. Cost reduction is also possible.

【0012】また、上記目地状の模様には目地部本体が
埋設された状態で残るため、従来のように改めて溝に漆
喰等を注入しなくても、そのままで美しい目地が表れた
レンガ積みや石積み風等の外観をだすことができる。し
たがって、従来に比べて施工工程が簡略化され、コスト
が削減されるうえ工期も短縮される。また、コンクリー
ト中に目地部本体が埋設された状態で残ることから、コ
ンクリートの養生硬化等の過程で生じうるクラックは、
目地部本体が埋設された内部に生じやすくなり、たとえ
クラックが入ったとしても目地部本体に隠れてほとんど
目立たなくなる。したがって、従来のようにクラックの
黒ずみが目立つようなことがほとんどなく、外観が著し
く改善される。
Further, since the joint body remains in the joint-like pattern in a state where the joint body is buried, even if the plaster or the like is not newly injected into the groove as in the prior art, the brick pile or the brick joint with the beautiful joint as it is appears. The appearance such as a masonry style can be obtained. Therefore, the construction process is simplified, the cost is reduced, and the construction period is shortened as compared with the related art. Also, since the joint body remains in the state buried in the concrete, cracks that may occur in the process of curing and hardening of the concrete,
The joint body is likely to be formed inside the buried part, and even if a crack is formed, the joint body is hidden by the joint body and becomes almost inconspicuous. Therefore, unlike the conventional case, the darkening of the crack is hardly noticeable, and the appearance is remarkably improved.

【0013】本発明の第1の目地部材において、上記挟
持部が、目地部本体のコンクリート用型枠と対面する部
分に突出形成されている場合には、コンクリート用型枠
内面の型枠の継ぎ目部分に挟持部を挟持させ、コンクリ
ート構造物の表面部分に容易に目地状の模様を形成する
ことができる。
In the first joint member according to the present invention, when the holding portion is formed so as to protrude from a portion of the joint portion main body facing the concrete formwork, the joint of the formwork on the inner surface of the concrete formwork is provided. The holding portion can be held between the portions, so that a joint-like pattern can be easily formed on the surface of the concrete structure.

【0014】本発明の第1の目地部材において、上記挟
持部の根元が切断可能に形成されている場合には、コン
クリート構造物の表面部分に目地部本体を埋設したの
ち、挟持部を根元から切断することにより、不要となっ
た挟持部を容易に除去して美しい外観の目地を形成する
ことができる。
In the first joint member according to the present invention, when the base of the holding portion is formed so as to be cuttable, the joint body is buried in the surface of the concrete structure, and then the holding portion is moved from the base. By cutting, the unnecessary holding portion can be easily removed to form a joint having a beautiful appearance.

【0015】本発明の第1の目地部材において、上記目
地部本体に、コンクリート構造物の内側に向かって延び
コンクリート構造物に埋設される補強部材の位置決めを
しうる位置決め部材が形成されている場合には、コンク
リート用型枠内面に目地部材を取り付けた状態で、位置
決め部材の先端に補強部材を当接させるだけで、従来の
ようなスペーサを用いることなく補強部材の位置決めを
行なうことができる。したがって、従来のようなスペー
サと型枠内面との隙間をひとつずつ目視で確認するよう
な煩雑な位置決め作業が不要になる。さらに、補強部材
は位置決め部材の先端に当接された状態でコンクリート
に埋設されることから、多少調整が悪くても、補強部材
等がコンクリート構造物の表面に露出するような不良が
発生しない。
In the first joint member according to the present invention, the joint member main body is provided with a positioning member extending toward the inside of the concrete structure and capable of positioning a reinforcing member embedded in the concrete structure. In this method, with the joint member attached to the inner surface of the concrete form, the reinforcing member can be positioned without using a spacer as in the related art only by bringing the reinforcing member into contact with the tip of the positioning member. Therefore, it is unnecessary to perform a complicated positioning operation for visually confirming the gap between the spacer and the inner surface of the mold one by one as in the related art. Furthermore, since the reinforcing member is buried in the concrete in a state in which the reinforcing member is in contact with the tip of the positioning member, a defect such as the reinforcing member or the like being exposed on the surface of the concrete structure does not occur even if adjustment is somewhat poor.

【0016】また、本発明の目地部材は、コンクリート
に埋設されてコンクリート構造物の表面に目地状部を形
成する目地部材であって、目地状部を形成する目地部本
体に、コンクリート構造物の内側に向かって延びコンク
リート構造物に埋設される補強部材の位置決めをしうる
位置決め部材が形成されていることを第2の要旨とす
る。
The joint member of the present invention is a joint member buried in concrete to form a joint on the surface of a concrete structure. A second feature is that a positioning member extending inward and capable of positioning a reinforcing member embedded in a concrete structure is formed.

【0017】すなわち、本発明の第2の目地部材は、目
地状部を形成する目地部本体に、コンクリート構造物の
内側に向かって延びコンクリート構造物に埋設される補
強部材の位置決めをしうる位置決め部材が形成されてい
る。このため、コンクリート用型枠内面に目地部材を取
り付けた状態で、位置決め部材の先端に補強部材を当接
させるだけで、従来のようなスペーサを用いることなく
補強部材の位置決めを行なうことができる。したがっ
て、従来のようなスペーサと型枠内面との隙間をひとつ
ずつ目視で確認するような煩雑な位置決め作業が不要に
なる。さらに、補強部材は位置決め部材の先端に当接さ
れた状態でコンクリートに埋設されることから、多少調
整が悪くても、補強部材がコンクリート構造物の表面に
露出するような不良が発生しない。
That is, the second joint member of the present invention is a positioning member capable of positioning a reinforcing member extending toward the inside of the concrete structure and embedded in the concrete structure, on the joint body forming the joint portion. A member is formed. For this reason, in the state where the joint member is attached to the inner surface of the concrete form, the reinforcing member can be positioned without using a spacer as in the related art only by bringing the reinforcing member into contact with the tip of the positioning member. Therefore, it is unnecessary to perform a complicated positioning operation for visually confirming the gap between the spacer and the inner surface of the mold one by one as in the related art. Further, since the reinforcing member is buried in the concrete in a state in which the reinforcing member is in contact with the tip of the positioning member, even if the adjustment is somewhat poor, a defect such as the reinforcing member being exposed on the surface of the concrete structure does not occur.

【0018】また、上記目地状の模様には目地部本体が
埋設された状態で残るため、従来のように改めて溝に漆
喰等を注入しなくても、そのままで美しい目地が表れた
レンガ積みや石積み風等の外観をだすことができる。し
たがって、従来に比べて施工工程が簡略化され、コスト
が削減されるうえ工期も短縮される。また、コンクリー
ト中に目地部本体が埋設された状態で残ることから、コ
ンクリートの養生硬化等の過程で生じうるクラックは、
目地部本体が埋設された内部に生じやすくなり、たとえ
クラックが入ったとしても目地部本体に隠れてほとんど
目立たなくなる。したがって、従来のようにクラックの
黒ずみが目立つようなことがほとんどなく、外観が著し
く改善される。
In addition, since the joint body remains in the joint-like pattern in a state in which the joint body is buried, a brick joint having a beautiful joint as it is without having to inject plaster or the like into the groove as in the related art. The appearance such as a masonry style can be obtained. Therefore, the construction process is simplified, the cost is reduced, and the construction period is shortened as compared with the related art. Also, since the joint body remains in the state buried in the concrete, cracks that may occur in the process of curing and hardening of the concrete,
The joint body is likely to be formed inside the buried part, and even if a crack is formed, the joint body is hidden by the joint body and becomes almost inconspicuous. Therefore, unlike the conventional case, the darkening of the crack is hardly noticeable, and the appearance is remarkably improved.

【0019】本発明の目地部材において、上記位置決め
部材に、コンクリート構造物の表面からの深さを示す目
盛りが設けられている場合には、上記目盛りにあわせて
適切な深さに補強部材を埋設させることができる。
In the joint member of the present invention, when the positioning member is provided with a scale indicating a depth from the surface of the concrete structure, a reinforcing member is embedded at an appropriate depth in accordance with the scale. Can be done.

【0020】本発明の目地部材において、上記目盛り
が、位置決め部材を目盛りの部分で切断しうるように形
成されている場合には、上記目盛りにあわせて位置決め
部材を適切な寸法に切断し、切断した位置決め部材によ
り適切な深さに補強部材を埋設させることができる。
In the joint member of the present invention, when the scale is formed so that the positioning member can be cut at the scale portion, the positioning member is cut into appropriate dimensions in accordance with the scale, and the cutting is performed. The reinforcing member can be embedded at an appropriate depth by the positioning member thus set.

【0021】本発明の目地部材において、上記目地部本
体のコンクリートに埋設されてコンクリートと接する部
分が、コンクリート中に食い込む抜け止め部に形成され
ている場合には、目地部本体がコンクリート材料から抜
け止めされ、外れて外観を損なうことがほとんどなくな
る。
In the joint member according to the present invention, when the joint of the joint portion main body embedded in the concrete and in contact with the concrete is formed as a retaining portion that bites into the concrete, the joint portion main body is removed from the concrete material. It is stopped and hardly loses its appearance.

【0022】本発明の目地部材において、上記目地部本
体が、溝を形成する溝形成部材である場合には、コンク
リート構造物の表面に、溝形成部材による溝が形成さ
れ、外観が改善される。
In the joint member according to the present invention, when the joint portion main body is a groove forming member that forms a groove, a groove is formed on the surface of the concrete structure by the groove forming member, and the appearance is improved. .

【0023】本発明の目地部材において、上記抜け止め
部が、目地部本体のコンクリートに埋設されてコンクリ
ートと接する表面に形成された粗面である場合には、粗
面がコンクリートに食いついて投錨効果を発揮し、目地
部本体がコンクリートから効果的に抜け止めされ、外れ
て外観を損なうことがほとんどなくなる。
In the joint member of the present invention, when the retaining portion is a rough surface formed on the surface of the joint portion main body which is embedded in the concrete and is in contact with the concrete, the rough surface cuts into the concrete and anchors. And the joint body is effectively prevented from falling out of the concrete, so that the joint is hardly detached and the appearance is hardly impaired.

【0024】[0024]

【発明の実施の形態】つぎに、本発明の実施の形態を詳
しく説明する。
Next, embodiments of the present invention will be described in detail.

【0025】図1は、本発明の目地部材10の一実施の
形態を示す。この目地部材10は、合成樹脂で一体的に
形成されており、断面略C字状の目地部本体1(図では
C字状の開口が下を向いている)と、上記断面C字状の
内面略中央に帯状に形成された挟持部2と、上記断面C
字状の外面略中央に突出形成された板状の位置決め部材
3とを備えている。また、上記断面C字状の外面左右
に、図示の横方向に突出形成された抜け止め片5を備え
ている。
FIG. 1 shows an embodiment of a joint member 10 according to the present invention. The joint member 10 is integrally formed of a synthetic resin, and has a joint portion main body 1 having a substantially C-shaped cross section (a C-shaped opening faces downward in the figure) and the C-shaped cross section. A holding portion 2 formed in a band shape substantially at the center of the inner surface;
And a plate-shaped positioning member 3 protruding substantially at the center of the outer surface of the character. Further, on the left and right sides of the outer surface having the C-shaped cross section, there are provided retaining pieces 5 formed so as to protrude in the lateral direction shown in the figure.

【0026】上記目地部材10は、長尺状に形成され、
長さ寸法(図示のL)が、コンクリート用型枠の高さと
略等しくなるように形成されている。
The joint member 10 is formed in a long shape.
The length dimension (L in the drawing) is formed so as to be substantially equal to the height of the concrete formwork.

【0027】上記目地部材10は、位置決め部材3,抜
け止め片5および目地部本体1のC字状の開口縁までが
コンクリートに埋設されることにより、上記目地部本体
1の内部空間がコンクリート構造物の表面に溝状の目地
部を形成するようになっている。
In the joint member 10, the positioning member 3, the retaining piece 5 and the C-shaped opening edge of the joint main body 1 are buried in concrete, so that the internal space of the joint main body 1 has a concrete structure. Groove-shaped joints are formed on the surface of the object.

【0028】ここで、上記挟持部2は、目地部本体1の
コンクリート用型枠と対面する部分に突出形成されてお
り、先端部がコンクリート用型枠の継ぎ目部分に挟持さ
れ、コンクリート用型枠の内面で目地部材10を支持す
るようになっている。
Here, the holding portion 2 is formed so as to protrude from a portion of the joint body 1 facing the concrete formwork, and the leading end portion is held between joint portions of the concrete formwork to form the concrete formwork. The joint member 10 is supported on the inner surface of the joint member.

【0029】上記挟持部2の先端部には、コンクリート
用型枠に挟持された際に抜け止め部として機能するかえ
し8が形成されている。また、上記挟持部2の目地部本
体1と接合する根元は、薄肉部7に形成され、挟持部2
を手指で把持して根元から数回折り曲げることにより、
容易に破断しうるようになっている。
A barb 8 is formed at the tip of the holding portion 2 so as to function as a retaining portion when held by the concrete formwork. Further, the base of the holding portion 2 joined to the joint portion main body 1 is formed in the thin portion 7 and the holding portion 2 is formed.
By grasping with your fingers and bending several times from the root,
It can be easily broken.

【0030】また、この状態で、抜け止め片5および位
置決め部材3は、コンクリート中に埋設され、目地部材
10の抜け止め作用を発揮する。
Further, in this state, the retaining piece 5 and the positioning member 3 are buried in the concrete and exert the function of retaining the joint member 10.

【0031】さらに、上記位置決め部材3は、コンクリ
ート構造物の内側に向かって延びるように突出形成さ
れ、後述するように、コンクリート構造物に埋設されて
コンクリートを補強する補強部材としての鉄筋13(図
5参照)と当接し、鉄筋13の位置決めを行なうように
なっている。
Further, the positioning member 3 is formed to protrude so as to extend toward the inside of the concrete structure, and as described later, a reinforcing bar 13 (see FIG. 1) as a reinforcing member embedded in the concrete structure to reinforce the concrete. 5) to position the reinforcing bar 13.

【0032】上記位置決め部材3には、その両面に、長
手方向に延びる複数のV溝6が一定間隔で形成されてい
る。上記V溝6は、コンクリート構造物の表面からの深
さを示す目盛りとして機能するとともに、目盛りの部分
が薄肉に形成されることから、位置決め部材3を目盛り
の部分で容易に切断しうるようになっている。これによ
り、コンクリート構造物の大きさに応じて鉄筋13を埋
設する適当な深さを設定しうるようになっている。
A plurality of V-grooves 6 extending in the longitudinal direction are formed on both surfaces of the positioning member 3 at regular intervals. The V-groove 6 functions as a scale indicating the depth from the surface of the concrete structure, and since the scale is formed to be thin, the positioning member 3 is easily cut at the scale. Has become. This makes it possible to set an appropriate depth at which the reinforcing bar 13 is embedded according to the size of the concrete structure.

【0033】上記構成の目地部材10は、例えばつぎの
ようにして用いることができる。
The joint member 10 having the above structure can be used, for example, as follows.

【0034】すなわち、まず、図2に示すように、コン
クリート用型枠12を、所定間隔を隔てて対面させるよ
う、それぞれ複数設置する。上記コンクリート用型枠1
2に挟まれた空間にコンクリートが打設される。
First, as shown in FIG. 2, a plurality of concrete formwork 12 are installed so as to face each other at a predetermined interval. The concrete form 1
Concrete is poured into the space between the two.

【0035】ついで、図3に示すように、対面させたコ
ンクリート用型枠12の間の空間に、補強部材である鉄
筋13およびアンカーボルト14を設置する。上記アン
カーボルト14は所定間隔を隔てて複数立設され、鉄筋
13は複数のアンカーボルト14にわたって架設され、
各アンカーボルト14に針金(図示せず)等で締付固定
される。
Next, as shown in FIG. 3, a reinforcing bar 13 and an anchor bolt 14, which are reinforcing members, are installed in the space between the concrete forms 12 facing each other. A plurality of the anchor bolts 14 are erected at predetermined intervals, and the reinforcing bar 13 is erected over the plurality of anchor bolts 14.
Each of the anchor bolts 14 is fastened and fixed with a wire (not shown) or the like.

【0036】つぎに、図4に示すように、目地部材10
の位置決め部材3を、必要な寸法を残してV溝6の部分
から切断する。すなわち、位置決め部材3の残った部分
の寸法(図示のD)が、埋設される鉄筋13のコンクリ
ート構造物の表面からの深さとなるよう設定される。
Next, as shown in FIG.
Of the positioning member 3 is cut from the V-groove 6 while keeping the required dimensions. That is, the dimension (D in the drawing) of the remaining portion of the positioning member 3 is set to be the depth of the embedded reinforcing bar 13 from the surface of the concrete structure.

【0037】ついで、図5に示すように、各目地部材1
0の挟持部2の先端部をコンクリート用型枠12同士の
継ぎ目に挟持させる。このとき、目地部本体1の開口部
をコンクリート用型枠12の内側面に密着させる。そし
て、この状態で、位置決め部材3の先端が鉄筋13に当
接して鉄筋13のコンクリート用型枠12内面からの距
離(すなわちコンクリート構造物の表面からの深さ)が
決定される。
Next, as shown in FIG.
The leading end of the holding portion 2 is clamped at the joint between the concrete formwork 12. At this time, the opening of the joint part main body 1 is brought into close contact with the inner surface of the concrete formwork 12. Then, in this state, the tip of the positioning member 3 abuts on the reinforcing bar 13, and the distance of the reinforcing bar 13 from the inner surface of the concrete formwork 12 (that is, the depth from the surface of the concrete structure) is determined.

【0038】このように、位置決め部材3をV溝6の部
分で切断しうるため上記V溝6にあわせて位置決め部材
3を適切な寸法に切断し、切断した位置決め部材3によ
り適切な深さの位置に鉄筋13を埋設させることができ
る。
As described above, since the positioning member 3 can be cut at the V groove 6, the positioning member 3 is cut into an appropriate size in accordance with the V groove 6, and the cut positioning member 3 has an appropriate depth. The reinforcing bar 13 can be embedded at the position.

【0039】つぎに、図6に示すように、コンクリート
用型枠12の継ぎ目に目地部材10が取り付けられて鉄
筋13が所定位置に位置決めされた状態で、対面したコ
ンクリート用型枠12間の空間にコンクリート15を打
設する。そして、コンクリート15を養生硬化させたの
ち、図7に示すように、コンクリート用型枠12を剥離
除去する。この状態で、コンクリート15中に目地部材
10が埋設されて、コンクリート構造物15の表面に目
地部本体1による溝16が形成される。
Next, as shown in FIG. 6, in a state where the joint member 10 is attached to the joint of the concrete form 12 and the reinforcing bar 13 is positioned at a predetermined position, the space between the facing concrete forms 12 is set. Concrete 15 is poured into the concrete. Then, after the concrete 15 is cured and hardened, as shown in FIG. 7, the concrete formwork 12 is peeled and removed. In this state, the joint member 10 is buried in the concrete 15, and a groove 16 by the joint body 1 is formed on the surface of the concrete structure 15.

【0040】そののち、図8に示すように、目地部材1
0の挟持部2を根元から切断して除去する。これによ
り、不要となった挟持部を容易に除去し、表面に目地部
本体1による溝16が形成されて装飾されたコンクリー
ト構造物15が完成する。
After that, as shown in FIG.
0 is cut off from the base and removed. Thus, the unnecessary holding portion is easily removed, and the concrete structure 15 decorated with the groove 16 formed by the joint body 1 on the surface is completed.

【0041】このように、上記目地部材10では、コン
クリート用型枠12内面の継ぎ目部分に挟持部2を挟持
させて目地部本体1を支持した状態でコンクリート15
を打設し、養生硬化させたのちコンクリート用型枠12
を剥離除去させる。このようにすることにより、コンク
リート構造物15の表面部分に目地部本体1が埋設され
た状態で残り、その部分に溝16の模様が形成される。
したがって、コンクリート構造物15の表面には継ぎ目
が転写されることがなく、美観的に優れる上、継ぎ目部
分をはつりや左官作業等で修復する煩雑な後処理作業が
不要になり、工期が短縮できてコスト削減も可能とな
る。
As described above, in the joint member 10, the concrete 15 is held in a state in which the joint portion 2 is sandwiched between the joints on the inner surface of the concrete formwork 12 and the joint body 1 is supported.
And after curing and curing, concrete formwork 12
Is peeled off. By doing so, the joint portion main body 1 remains buried in the surface portion of the concrete structure 15, and the pattern of the groove 16 is formed in that portion.
Therefore, the seam is not transferred to the surface of the concrete structure 15 and the appearance is excellent, and the complicated post-processing work for restoring the seam part by hanging or plastering work becomes unnecessary, and the construction period can be shortened. Cost can also be reduced.

【0042】また、上記溝16の模様には目地部本体1
が埋設された状態で残るため、従来のように改めて溝1
6に漆喰等を注入しなくても、そのままで美しい目地が
表れたレンガ積みや石積み風等の外観をだすことができ
る。したがって、従来に比べて施工工程が簡略化され、
コストが削減されるうえ工期も短縮される。また、コン
クリート15中に目地部本体1が埋設された状態で残る
ことから、コンクリート15の養生硬化等の過程で生じ
うるクラックは、目地部本体1が埋設された内部に生じ
やすく、たとえクラックが入ったとしても目地部本体1
に隠れてほとんど目立たなくなる。したがって、従来の
ようにクラックの黒ずみが目立つようなことがほとんど
なく、外観が著しく改善される。
The pattern of the groove 16 has a joint portion main body 1.
Remains in a buried state, so that the groove 1 is renewed as before.
Even if plaster or the like is not injected into 6, the appearance such as brickwork or masonry-like appearance with beautiful joints can be obtained as it is. Therefore, the construction process is simplified as compared to the past,
The cost is reduced and the construction period is shortened. Further, since the joint portion main body 1 is left buried in the concrete 15, cracks that may occur in the process of curing and hardening of the concrete 15 are likely to occur inside the embedded joint portion main body 1, and even if the cracks are formed, Joint part body 1 even if it enters
It is almost inconspicuous by hiding in. Therefore, unlike the conventional case, the darkening of the crack is hardly noticeable, and the appearance is remarkably improved.

【0043】また、上記目地部材10では、コンクリー
ト用型枠12内面に目地部材10を取り付けた状態で、
位置決め部材3の先端に鉄筋13を当接させるだけで、
従来のようなスペーサを用いることなく鉄筋13の位置
決めを行なうことができる。したがって、従来のような
スペーサと型枠12内面との隙間をひとつずつ目視で確
認するような煩雑な位置決め作業が不要になる。さら
に、鉄筋13は位置決め部材3の先端に当接された状態
でコンクリート15に埋設されることから、多少調整が
悪くても、鉄筋13等がコンクリート構造物15の表面
に露出するような不良が発生しない。
In the joint member 10, the joint member 10 is mounted on the inner surface of the concrete formwork 12,
Just by bringing the reinforcing bar 13 into contact with the tip of the positioning member 3,
The reinforcing bar 13 can be positioned without using a conventional spacer. Therefore, it is not necessary to perform a complicated positioning operation for visually confirming the gap between the spacer and the inner surface of the mold 12 one by one as in the related art. Furthermore, since the reinforcing bar 13 is buried in the concrete 15 in a state in which it is in contact with the tip of the positioning member 3, even if the adjustment is somewhat poor, there is a defect that the reinforcing bar 13 and the like are exposed on the surface of the concrete structure 15. Does not occur.

【0044】図9は、本発明の第2の実施の形態の目地
部材10である。このものは、目地部本体1が断面C字
状の溝形成部材ではなく、平板状に形成されている。こ
のように、本発明において、目地状部を形成する目地部
本体1の形状は、つくろうとする目地の態様にあわせて
各種の形状を採用することができる。それ以外は、上記
実施の形態と同様であり、同様の部分には同じ符号を付
している。このものでも、上記実施の形態と同様の作用
効果を奏する。
FIG. 9 shows a joint member 10 according to a second embodiment of the present invention. The joint body 1 is not a groove forming member having a C-shaped cross section, but a flat plate. As described above, in the present invention, the shape of the joint portion main body 1 that forms the joint portion can adopt various shapes according to the form of the joint to be created. The other parts are the same as those of the above embodiment, and the same parts are denoted by the same reference numerals. This also has the same operation and effect as those of the above embodiment.

【0045】図10は、本発明の第3の実施の形態の目
地部材10である。このものは、位置決め部材3の表面
にV溝6が形成されていない。そして、位置決め部材3
の端部から目地部本体1に向かって延びる切れ込み17
が形成されている。上記切れ込み17には、所定間隔で
複数の係止凹部18が形成されている。このものでは、
鉄筋13を切れ込み17に差し込んで係止凹部18で係
止させることにより、鉄筋13の位置決めを行なうよう
になっている。それ以外は、上記各実施の形態と同様で
あり、同様の部分には同じ符号を付している。このもの
でも、上記各実施の形態と同様の作用効果を奏する。
FIG. 10 shows a joint member 10 according to a third embodiment of the present invention. In this case, the V groove 6 is not formed on the surface of the positioning member 3. And positioning member 3
Cut 17 extending from the end of the joint toward the joint body 1
Are formed. The notch 17 has a plurality of locking recesses 18 formed at predetermined intervals. In this one,
The reinforcing bar 13 is positioned by inserting the reinforcing bar 13 into the cut 17 and locking it with the locking recess 18. The other parts are the same as those in the above embodiments, and the same parts are denoted by the same reference numerals. This also has the same operation and effect as those of the above embodiments.

【0046】なお、上記各実施の形態では、抜け止め片
5が横方向に延びるように形成したが、これに限定する
ものではなく、目地部材10をコンクリートから抜け止
めしうるものであれば、各種の形状に形成することがで
きる。また、目地部本体1のコンクリート15と接する
表面に粗面を形成することにより、粗面がコンクリート
15に食いついて投錨効果を発揮し、目地部本体1をコ
ンクリート15から効果的に抜け止めさせることもでき
る。また、上記実施の形態では、対面したコンクリート
用型枠12の両側に目字部材10を取り付けるようにし
たが、見える面に対応する片側だけとすることもでき
る。
In each of the above embodiments, the retaining piece 5 is formed so as to extend in the lateral direction. However, the present invention is not limited to this. It can be formed in various shapes. In addition, by forming a rough surface on the surface of the joint portion main body 1 in contact with the concrete 15, the rough surface digs into the concrete 15 to exert an anchoring effect, thereby effectively preventing the joint portion main body 1 from coming off from the concrete 15. Can also. Further, in the above embodiment, the eyelet members 10 are attached to both sides of the concrete formwork 12 facing each other, but it is also possible to provide only one side corresponding to the visible surface.

【0047】[0047]

【発明の効果】以上のように、本発明の第1の目地部材
は、目地状部を形成する目地部本体と、コンクリート用
型枠同士の間に挟持されてコンクリート用型枠の内面で
目地部本体を支持する挟持部とを備えている。このた
め、コンクリート用型枠内面の型枠の継ぎ目部分に挟持
部を挟持させて目地部本体を支持した状態でコンクリー
ト材料を打設し、養生硬化させたのちコンクリート用型
枠を剥離除去させると、コンクリート構造物の表面部分
に目地部本体が埋設された状態で残り、その部分に目地
状の模様が形成される。したがって、コンクリート構造
物の表面には継ぎ目が転写されることがなく、美観的に
優れる上、継ぎ目部分をはつりや左官作業等で修復する
煩雑な後処理作業が不要になり、工期が短縮できてコス
ト削減も可能となる。
As described above, the first joint member according to the present invention is provided between the joint body forming the joint-like portion and the concrete form, and the joint is formed on the inner surface of the concrete form. And a holding portion for supporting the main body. For this reason, concrete material is poured in a state where the holding portion is sandwiched between joint portions of the formwork on the inner surface of the concrete formwork and the joint body is supported, and after curing and curing, the concrete formwork is peeled off and removed. Then, the joint portion main body remains buried in the surface portion of the concrete structure, and a joint-like pattern is formed in that portion. Therefore, the seam is not transferred to the surface of the concrete structure, and the surface is excellent in aesthetic appearance. Cost reduction is also possible.

【0048】また、上記目地状の模様には目地部本体が
埋設された状態で残るため、従来のように改めて溝に漆
喰等を注入しなくても、そのままで美しい目地が表れた
レンガ積みや石積み風等の外観をだすことができる。し
たがって、従来に比べて施工工程が簡略化され、コスト
が削減されるうえ工期も短縮される。また、コンクリー
ト中に目地部本体が埋設された状態で残ることから、コ
ンクリートの養生硬化等の過程で生じうるクラックは、
目地部本体が埋設された内部に生じやすくなり、たとえ
クラックが入ったとしても目地部本体に隠れてほとんど
目立たなくなる。したがって、従来のようにクラックの
黒ずみが目立つようなことがほとんどなく、外観が著し
く改善される。
Further, since the joint body remains in the joint pattern in a state where the joint body is buried, even if a plaster or the like is not newly injected into the groove as in the prior art, a brick pile or the like which has a beautiful joint as it is appears. The appearance such as a masonry style can be obtained. Therefore, the construction process is simplified, the cost is reduced, and the construction period is shortened as compared with the related art. Also, since the joint body remains in the state buried in the concrete, cracks that may occur in the process of curing and hardening of the concrete,
The joint body is likely to be formed inside the buried part, and even if a crack is formed, the joint body is hidden by the joint body and becomes almost inconspicuous. Therefore, unlike the conventional case, the darkening of the crack is hardly noticeable, and the appearance is remarkably improved.

【0049】また、本発明の第2の目地部材は、目地状
部を形成する目地部本体に、コンクリート構造物の内側
に向かって延びコンクリート構造物に埋設される補強部
材の位置決めをしうる位置決め部材が形成されている。
このため、コンクリート用型枠内面に目地部材を取り付
けた状態で、位置決め部材の先端に補強部材を当接させ
るだけで、従来のようなスペーサを用いることなく補強
部材の位置決めを行なうことができる。したがって、従
来のようなスペーサと型枠内面との隙間をひとつずつ目
視で確認するような煩雑な位置決め作業が不要になる。
さらに、補強部材は位置決め部材の先端に当接された状
態でコンクリートに埋設されることから、多少調整が悪
くても、補強部材等がコンクリート構造物の表面に露出
するような不良が発生しない。
Further, the second joint member of the present invention is a positioning member which extends toward the inside of the concrete structure and is capable of positioning a reinforcing member embedded in the concrete structure, on the joint body forming the joint portion. A member is formed.
For this reason, in the state where the joint member is attached to the inner surface of the concrete form, the reinforcing member can be positioned without using a spacer as in the related art only by bringing the reinforcing member into contact with the tip of the positioning member. Therefore, it is unnecessary to perform a complicated positioning operation for visually confirming the gap between the spacer and the inner surface of the mold one by one as in the related art.
Furthermore, since the reinforcing member is buried in the concrete in a state in which the reinforcing member is in contact with the tip of the positioning member, a defect such as the reinforcing member or the like being exposed on the surface of the concrete structure does not occur even if adjustment is somewhat poor.

【0050】また、上記目地状の模様には目地部本体が
埋設された状態で残るため、従来のように改めて溝に漆
喰等を注入しなくても、そのままで美しい目地が表れた
レンガ積みや石積み風等の外観をだすことができる。し
たがって、従来に比べて施工工程が簡略化され、コスト
が削減されるうえ工期も短縮される。また、コンクリー
ト中に目地部本体が埋設された状態で残ることから、コ
ンクリートの養生硬化等の過程で生じうるクラックは、
目地部本体が埋設された内部に生じやすくなり、たとえ
クラックが入ったとしても目地部本体に隠れてほとんど
目立たなくなる。したがって、従来のようにクラックの
黒ずみが目立つようなことがほとんどなく、外観が著し
く改善される。
In addition, since the joint body remains in the joint-like pattern in a state where the joint body is buried, even if the plaster or the like is not newly injected into the groove as in the prior art, it is possible to use a brick pile or the like which has a beautiful joint as it is. The appearance such as a masonry style can be obtained. Therefore, the construction process is simplified, the cost is reduced, and the construction period is shortened as compared with the related art. Also, since the joint body remains in the state buried in the concrete, cracks that may occur in the process of curing and hardening of the concrete,
The joint body is likely to be formed inside the buried part, and even if a crack is formed, the joint body is hidden by the joint body and becomes almost inconspicuous. Therefore, unlike the conventional case, the darkening of the crack is hardly noticeable, and the appearance is remarkably improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施の形態の目地部材を示す斜視図
である。
FIG. 1 is a perspective view showing a joint member according to an embodiment of the present invention.

【図2】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 2 is a plan view showing an example of a use state of the joint member.

【図3】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 3 is a plan view showing an example of a use state of the joint member.

【図4】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 4 is a plan view showing an example of a use state of the joint member.

【図5】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 5 is a plan view showing an example of a use state of the joint member.

【図6】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 6 is a plan view showing an example of a use state of the joint member.

【図7】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 7 is a plan view showing an example of a use state of the joint member.

【図8】上記目地部材の使用状態の一例を示す平面図で
ある。
FIG. 8 is a plan view showing an example of a use state of the joint member.

【図9】本発明の目地部材の第2の実施の形態を示す斜
視図である。
FIG. 9 is a perspective view showing a joint member according to a second embodiment of the present invention.

【図10】本発明の目地部材の第3の実施の形態を示す
斜視図である。
FIG. 10 is a perspective view showing a joint member according to a third embodiment of the present invention.

【図11】基礎を示す斜視図である。FIG. 11 is a perspective view showing a foundation.

【図12】従来の模様板を示す図であり、(a)は使用
状態を示す分解斜視図、(b)は斜視図、(c)は断面
図である。
12A and 12B are diagrams showing a conventional pattern board, wherein FIG. 12A is an exploded perspective view showing a used state, FIG. 12B is a perspective view, and FIG. 12C is a sectional view.

【図13】従来の鉄筋位置決め工法を示す図であり、
(a)は平面図、(b)は要部の断面図である。
FIG. 13 is a view showing a conventional rebar positioning method,
(A) is a plan view, and (b) is a cross-sectional view of a main part.

【符号の説明】[Explanation of symbols]

1 目地部本体 2 挟持部 1 Joint part body 2 Holding part

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートに埋設されてコンクリート
構造物の表面に目地状部を形成する目地部材であって、
目地状部を形成する目地部本体と、コンクリート用型枠
同士の間に挟持されてコンクリート用型枠の内面で目地
部本体を支持する挟持部とを備えたことを特徴とする目
地部材。
A joint member embedded in concrete to form joints on a surface of a concrete structure,
An joint member comprising: an joint portion main body forming an joint-like portion; and a holding portion sandwiched between the concrete formwork and supporting the joint portion main body on an inner surface of the concrete formwork.
【請求項2】 上記挟持部が、目地部本体のコンクリー
ト用型枠と対面する部分に突出形成されている請求項1
記載の目地部材。
2. The joint portion is formed so as to protrude from a portion of the joint portion main body facing the concrete formwork.
The joint member as described.
【請求項3】 上記挟持部の根元が切断可能に形成され
ている請求項2記載の目地部材。
3. The joint member according to claim 2, wherein a base of said holding portion is formed so as to be cut.
【請求項4】 上記目地部本体に、コンクリート構造物
の内側に向かって延びコンクリート構造物に埋設される
補強部材の位置決めをしうる位置決め部材が形成されて
いる請求項1〜3のいずれか一項に記載の目地部材。
4. The joint member according to claim 1, wherein a positioning member extending toward the inside of the concrete structure and capable of positioning a reinforcing member embedded in the concrete structure is formed in the joint body. The joint member according to Item.
【請求項5】 コンクリートに埋設されてコンクリート
構造物の表面に目地状部を形成する目地部材であって、
目地状部を形成する目地部本体に、コンクリート構造物
の内側に向かって延びコンクリート構造物に埋設される
補強部材の位置決めをしうる位置決め部材が形成されて
いることを特徴とする目地部材。
5. A joint member buried in concrete to form a joint on a surface of a concrete structure,
A joint member, wherein a joint member forming the joint portion is provided with a positioning member extending toward the inside of the concrete structure and capable of positioning a reinforcing member embedded in the concrete structure.
【請求項6】 上記位置決め部材に、コンクリート構造
物の表面からの深さを示す目盛りが設けられている請求
項4または5記載の目地部材。
6. The joint member according to claim 4, wherein the positioning member is provided with a scale indicating a depth from a surface of the concrete structure.
【請求項7】 上記目盛りが、位置決め部材を目盛りの
部分で切断しうるように形成されている請求項6記載の
目地部材。
7. The joint member according to claim 6, wherein the scale is formed so that the positioning member can be cut at the scale.
JP2001071847A 2001-03-14 2001-03-14 Joint material Expired - Fee Related JP4585706B2 (en)

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Application Number Priority Date Filing Date Title
JP2001071847A JP4585706B2 (en) 2001-03-14 2001-03-14 Joint material

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Application Number Priority Date Filing Date Title
JP2001071847A JP4585706B2 (en) 2001-03-14 2001-03-14 Joint material

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Publication Number Publication Date
JP2002276041A true JP2002276041A (en) 2002-09-25
JP4585706B2 JP4585706B2 (en) 2010-11-24

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ID=18929515

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009019458A (en) * 2007-07-13 2009-01-29 Mitsumaru:Kk Decorative mold, method for producing concrete structure, and joint forming member used therefor
CN111395756A (en) * 2020-03-14 2020-07-10 绵阳美索尔建筑装备科技有限公司 Clamping belt for building
CN115595883A (en) * 2022-10-11 2023-01-13 黑龙江龙捷市政轨道交通工程有限公司(Cn) A pouring device for a solid pier with rectangular rounded corners in an alpine region and its application method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6443102U (en) * 1987-09-11 1989-03-15
JPH046828B2 (en) * 1986-12-13 1992-02-07 Shimizu Construction Co Ltd
JPH0893266A (en) * 1994-09-27 1996-04-09 Kaneka Kentetsuku Kk Seismic slit material
JPH1018640A (en) * 1996-06-28 1998-01-20 Kanegafuchi Chem Ind Co Ltd Slit material for earthquake resistance
JPH11350780A (en) * 1998-06-03 1999-12-21 Kanegafuchi Chem Ind Co Ltd Slit material for earthquake resistance
JP2000110349A (en) * 1998-10-05 2000-04-18 Sekisui House Ltd Insertion method of joint material in concrete structure
JP2000220157A (en) * 1999-02-01 2000-08-08 Foomujiaringu:Kk Joint material for concrete structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH046828B2 (en) * 1986-12-13 1992-02-07 Shimizu Construction Co Ltd
JPS6443102U (en) * 1987-09-11 1989-03-15
JPH0893266A (en) * 1994-09-27 1996-04-09 Kaneka Kentetsuku Kk Seismic slit material
JPH1018640A (en) * 1996-06-28 1998-01-20 Kanegafuchi Chem Ind Co Ltd Slit material for earthquake resistance
JPH11350780A (en) * 1998-06-03 1999-12-21 Kanegafuchi Chem Ind Co Ltd Slit material for earthquake resistance
JP2000110349A (en) * 1998-10-05 2000-04-18 Sekisui House Ltd Insertion method of joint material in concrete structure
JP2000220157A (en) * 1999-02-01 2000-08-08 Foomujiaringu:Kk Joint material for concrete structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009019458A (en) * 2007-07-13 2009-01-29 Mitsumaru:Kk Decorative mold, method for producing concrete structure, and joint forming member used therefor
CN111395756A (en) * 2020-03-14 2020-07-10 绵阳美索尔建筑装备科技有限公司 Clamping belt for building
CN115595883A (en) * 2022-10-11 2023-01-13 黑龙江龙捷市政轨道交通工程有限公司(Cn) A pouring device for a solid pier with rectangular rounded corners in an alpine region and its application method

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