[go: up one dir, main page]

JPH04203142A - Work for outer heat insulating wall of structure - Google Patents

Work for outer heat insulating wall of structure

Info

Publication number
JPH04203142A
JPH04203142A JP33735790A JP33735790A JPH04203142A JP H04203142 A JPH04203142 A JP H04203142A JP 33735790 A JP33735790 A JP 33735790A JP 33735790 A JP33735790 A JP 33735790A JP H04203142 A JPH04203142 A JP H04203142A
Authority
JP
Japan
Prior art keywords
concrete
heat insulating
rim
formwork
insulating material
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
JP33735790A
Other languages
Japanese (ja)
Other versions
JP2540385B2 (en
Inventor
Yasuo Okawa
大川 安雄
Yasuo Komatsu
小松 康夫
Katsutoshi Nakamura
勝敏 中村
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.)
ARTES KK
UCHIYAMA SHOJI KK
Kajima Corp
Mitsubishi Chemical BASF Co Ltd
Original Assignee
ARTES KK
UCHIYAMA SHOJI KK
Kajima Corp
Mitsubishi Yuka Badische Co Ltd
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 ARTES KK, UCHIYAMA SHOJI KK, Kajima Corp, Mitsubishi Yuka Badische Co Ltd filed Critical ARTES KK
Priority to JP2337357A priority Critical patent/JP2540385B2/en
Publication of JPH04203142A publication Critical patent/JPH04203142A/en
Application granted granted Critical
Publication of JP2540385B2 publication Critical patent/JP2540385B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野] 本発明は、ビル等のコンクリート構築物の外断熱壁の施
工法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method of constructing an external heat insulating wall of a concrete structure such as a building.

(従来の技術〕 コンクリート構築物の鉄筋コンクリート外壁を断熱壁と
する施工法には、従来、乾式1法と湿式1法とがある。
(Prior Art) Conventionally, construction methods for making a reinforced concrete outer wall of a concrete structure into a heat insulating wall include a dry method and a wet method.

このうち、乾式1法はその一例を第20図、第21図に
示すと、建物のコンクリート外壁lの外側に発泡ポリス
チレン等の断熱材2を接着剤で接着し、該外壁lから断
熱材2を貫通するようにアンカーボルト3を突設して、
このアンカーボルト3で断熱材2の外側に金属製のスペ
ーサー4を配設する。
Among these methods, an example of the dry method 1 is shown in Figs. 20 and 21. A heat insulating material 2 such as expanded polystyrene is glued to the outside of a concrete outer wall l of a building, and the heat insulating material 2 is attached from the outer wall l. The anchor bolt 3 is installed so as to protrude through the
A metal spacer 4 is provided on the outside of the heat insulating material 2 using the anchor bolt 3.

そしてこのスペーサー4を介して金属製の胴縁5を取付
け、胴縁5に金属製の外装板6をビス7で止めている。
A metal rim 5 is attached via the spacer 4, and a metal exterior plate 6 is fixed to the rim 5 with screws 7.

また、湿式1法の一例を第22図に示すと、コンクリー
ト外壁1の外側に発泡ポリスチレン等の断熱材2を接着
剤8で接着し、その外側をメタルラス等の補強材9を入
れたモルタルIOで被い、さらにその外側に吹付はタイ
ル等の外装材11を施す。
An example of the wet type 1 method is shown in FIG. 22. A heat insulating material 2 such as expanded polystyrene is bonded to the outside of a concrete outer wall 1 with an adhesive 8, and the outside is covered with mortar IO with a reinforcing material 9 such as metal lath. Then, an exterior material 11 such as tiles is sprayed on the outside.

[発明が解決しようとする課!!] しかし、前記従来の方法は乾式1法と湿式1法のいずれ
もコンクリートよりなる建物外壁を構築した後で断熱材
を接着剤で貼り、胴縁あるいは補強材入りモルタルを取
付けた後、外装を施すので手間がかかり、工期も相当長
くなる。
[The problem that the invention tries to solve! ! ] However, in both the dry method 1 method and the wet method 1 method, after constructing the outer wall of the building made of concrete, insulating material is pasted with adhesive, and after installing the rim or mortar containing reinforcing material, the exterior is removed. It takes a lot of time to apply, and the construction period is quite long.

また、接着剤を必要とするので取扱が面倒である。Moreover, since it requires adhesive, it is troublesome to handle.

本発明の目的は前記従来例の不都合を解消し、簡単かつ
短い工期で施工が可能となる構築物の外断熱壁の施工法
を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for constructing an external heat insulating wall for a structure, which eliminates the disadvantages of the conventional example and allows construction to be performed easily and in a short period of time.

〔課題を解決するための手段] 本発明は前記目的を達成するため、コンクリート構築物
のコンクリート外壁を施工するに際し、該外壁の室外側
コンクリート型枠の内側に断熱材とこの断熱材に並びか
つコンクリート打設側にアンカー部を有する胴縁とを該
胴縁を釘またはネジでコンクリート型枠に仮固定するこ
とで配置し、配筋し、室内側コンクリート型枠をセット
した後、コンクリートを打設し、コンクリート硬化後型
枠を脱型し、嗣緑に外装材を釘またはネジで固定するこ
とを要旨とするものである。
[Means for Solving the Problems] In order to achieve the above object, the present invention, when constructing a concrete outer wall of a concrete structure, includes a heat insulating material inside the outdoor concrete formwork of the outer wall, and a concrete Place the rim with an anchor part on the pouring side by temporarily fixing the rim to the concrete formwork with nails or screws, arrange reinforcement, set the indoor concrete formwork, and then pour concrete. The main idea is to remove the formwork after the concrete has hardened, and then fix the exterior material to the concrete using nails or screws.

(作用) 請求項第1項記載の本発明によれば、コンクリート打設
作業の一貫として断熱材および胴縁を先行してセットで
きる。
(Function) According to the present invention as set forth in claim 1, the heat insulating material and the rim can be set in advance as part of the concrete pouring work.

また、型枠脱型直後に胴縁を利用して外装材を取付ける
ことができる。
In addition, the exterior material can be attached using the rim immediately after demolding the formwork.

請求項第2項記載の本発明によれば、前記作用に加えて
火災の際にも胴縁が焼失することがないので、外装材の
脱落を防止できる。
According to the present invention as set forth in claim 2, in addition to the above-mentioned effect, the rim will not be burned down even in the event of a fire, so it is possible to prevent the exterior material from falling off.

〔実施例] 以下、図面について本発明の実施例を詳細に説明する。〔Example] Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の構築物の外断熱壁の施工法の1実施例
を示す縦断側面図、第2図は第1図のA−A線断面図で
ある。
FIG. 1 is a longitudinal sectional side view showing one embodiment of the method of constructing an external heat insulating wall of a structure according to the present invention, and FIG. 2 is a sectional view taken along the line A--A in FIG. 1.

図中12はコンクリート構築物のコンクリート外壁を施
工するのに使用する室外側コンクリート型枠で、その内
側に断熱材13と胴縁14とを交互に並べて配設する。
In the figure, 12 is an outdoor concrete form used for constructing the concrete outer wall of a concrete structure, and heat insulating materials 13 and rims 14 are arranged alternately on the inside thereof.

該断熱材13には、樹脂発泡体よりなる断熱材や無機質
繊維の断熱材を使用する。
As the heat insulating material 13, a heat insulating material made of resin foam or a heat insulating material made of inorganic fiber is used.

また、胴縁14はこの断熱材13よりも厚みの厚いもの
で、かつ釘打ちあるいはネジ止め可能な材質のものであ
る。
The furring 14 is thicker than the heat insulating material 13 and is made of a material that can be nailed or screwed.

該胴縁14は木質系あるいは合成樹脂系の材質のもので
よいが、火災に備えてセラミック系、セメント系、ケイ
酸カルシウム系等の無機質不燃材を使用するのが望まし
い。
The rim 14 may be made of a wood-based or synthetic resin-based material, but it is preferable to use an inorganic non-combustible material such as a ceramic-based, cement-based, calcium silicate-based material in case of fire.

また、かかる胴縁14は室外側コンクリート型枠12の
外側から打つ釘で釘止めしたり、ネジでネジ止めして型
枠12の内側に仮固定するが、その方向は鉛直方向、水
平方向のどちらでも後述の外装材25の張り方に合わせ
て設置すればよい。
In addition, the rim 14 is temporarily fixed inside the formwork 12 by nailing it from the outside of the outdoor concrete formwork 12 or fixing it with screws, but the direction is vertical or horizontal. Either can be installed in accordance with the way the exterior material 25 is applied, which will be described later.

さらに、前記仮固定した胴縁14はコンクリート打設側
が断熱材I3よりも突出し、この突出部を膨出させてア
ンカー部15を形成した。
Furthermore, the temporarily fixed furring 14 protruded beyond the heat insulating material I3 on the concrete placement side, and the anchor portion 15 was formed by bulging this protrusion.

第7図〜第10図はこのアンカー部15の形状例を示す
もので、第7図のように断面で扇状に拡大するもの、第
8図に示すように楕円状に拡大するもの、第9図、第1
θ図に示すように溝による細径部があり、この細径部か
ら広がるようにしたものなどである。
7 to 10 show examples of the shapes of this anchor portion 15, including one that expands into a fan-like cross section as shown in FIG. 7, one that expands into an elliptical shape as shown in FIG. Figure, 1st
As shown in the θ diagram, there is a narrow diameter portion formed by a groove, and the diameter widens from this narrow diameter portion.

さらに、他の実施例として、第11図〜第13図に示す
ように金具を胴縁14のコンクリート打設側に設けてこ
れをアンカー部16〜18としてもよい。
Furthermore, as another embodiment, as shown in FIGS. 11 to 13, metal fittings may be provided on the concrete casting side of the rim 14 and used as anchor parts 16 to 18.

第11図の例は、先端が直角に折曲がるL字型のネジを
胴a14にネジ止めしてアンカー部16とした。
In the example shown in FIG. 11, an L-shaped screw whose tip is bent at a right angle is screwed to the body a14 to form the anchor portion 16.

第12図の例は、第18図に示すような略ハの字形の曲
げ板19を胴縁14に釘止めしてアンカー部エフとした
In the example shown in FIG. 12, a substantially V-shaped bent plate 19 as shown in FIG. 18 is nailed to the trunk rim 14 to form an anchor part F.

第13図の例は、通常のネジを胴縁14にネジ止めして
アンカー部18とした。
In the example shown in FIG. 13, the anchor portion 18 is formed by screwing a normal screw to the rim 14.

また、これら第11図〜第13図の場合は胴縁14は断
熱材13よりも厚みの厚いものでコンクリート打設側が
断熱材13よりも突出しているが、前記のごとくアンカ
ー部16〜18を金具で胴縁14に設ける場合は第14
図〜第16図に示すように胴縁14は断熱材13と同じ
厚さのものとしてもよい。
In addition, in the case of these FIGS. 11 to 13, the rim 14 is thicker than the heat insulating material 13, and the concrete pouring side protrudes beyond the heat insulating material 13, but as described above, the anchor parts 16 to 18 are If it is installed on the rim 14 with metal fittings, the 14th
As shown in FIGS. 1 to 16, the furring 14 may have the same thickness as the heat insulating material 13.

第19図はさらに金具でアンカー部20を形成する場合
の他側を示すもので、第19図に示すように金属仮をH
形に折り曲げ成形し、このH形の金具21の脚部21a
間は胴縁14の幅と同じにする。
FIG. 19 shows the other side when the anchor part 20 is further formed with metal fittings, and as shown in FIG.
The legs 21a of this H-shaped fitting 21 are bent and formed into a shape.
The space between them is the same as the width of the furring 14.

該脚部21aには、切り起こしによるピン21bを直交
方向内側に向けて設けた。
The leg portion 21a is provided with a cut-and-raised pin 21b facing inward in the orthogonal direction.

金具21を胴縁14に取付けるには、脚部21aを広げ
ながらこの脚部21aで胴縁14を挟み込み、ピン21
bを胴縁14の側部に差し込むようにする。
To attach the metal fittings 21 to the body rim 14, spread the legs 21a and sandwich the body rim 14 between the legs 21a, and then insert the pin 21.
b into the side of the furring 14.

このようにすることで、H形の頭部が胴縁14から突出
しアンカー部20となる。
By doing so, the H-shaped head protrudes from the body rim 14 and becomes the anchor portion 20.

前記断熱材13は、胴縁14を室外側コンクリート型枠
12の内側に仮固定することで、胴縁14で支えられて
同様に仮固定される。
The heat insulating material 13 is temporarily fixed in the same way by temporarily fixing the circumferential edge 14 inside the outdoor concrete formwork 12, so that it is supported by the circumferential edge 14.

次いで、第111Jに示すように鉄筋22を配筋し、室
内側コンクリート型枠23をセットした後、コンクリー
ト24を打設する。
Next, as shown in No. 111J, reinforcing bars 22 are arranged, the indoor concrete formwork 23 is set, and then concrete 24 is poured.

このコンクリート24の硬化後、室外側コンクリート型
枠工2と室内側コンクリート型枠23を脱型すれば、胴
縁14はその一部がコンクリート24に埋設しているこ
とおよび断熱材13はコンクリート24の面に付着する
ことでコンクリート24の表面に結合して残る。
After the concrete 24 has hardened, if the outdoor concrete formwork 2 and the indoor concrete formwork 23 are removed from the molds, it will be found that part of the rim 14 is buried in the concrete 24 and that the heat insulating material 13 is buried in the concrete 24. By adhering to the surface of the concrete 24, it remains bonded to the surface of the concrete 24.

前記型枠脱型後、第3図〜第6図に示すように直ちに胴
縁14に外装材25を釘26またはネジで固定する。
Immediately after removing the formwork, the exterior material 25 is fixed to the rim 14 with nails 26 or screws, as shown in FIGS. 3 to 6.

この第3図、第4図は、外装材25を相互に重ね合わせ
て、いわば下見板張り的に取付けた例である。
3 and 4 show an example in which the exterior members 25 are stacked on top of each other and installed in a so-called clapboard style.

また、第5図、第6図は外装材25を相しゃくりの接合
で連続させたもので、本実施例の場合胴縁I4は外装材
25の張り方に合わせて水平方向の配置としている。
Further, in FIGS. 5 and 6, the exterior materials 25 are joined together in a continuous manner, and in this embodiment, the furring rim I4 is arranged in the horizontal direction in accordance with the way the exterior materials 25 are stretched.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明の構築物の外断熱壁の施工法は
、型枠に断熱材および胴縁を仮固定しておくことにより
、コンクリートを打設するだけでこれら断熱材および胴
縁は接着剤を使用することなくコンクリート構築物の外
壁に固定でき、コンクリートを脱型すれば直ちに仕上げ
材としての外装材を施工できるので、簡単かつ短い工期
での施工が可能となるものである。
As described above, the construction method of the external insulation wall of the structure of the present invention is to temporarily fix the insulation material and the rim to the formwork, and then simply pour concrete and the insulation material and the rim are glued together. It can be fixed to the outer wall of a concrete structure without using any additives, and once the concrete is removed from the mold, an exterior covering material can be immediately applied as a finishing material, making it possible to perform construction easily and in a short period of time.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の構築物の外断熱壁の施工法の1実施例
を示す縦断側面図、第2図は第1図のA−A線断面図、
第3図は外装材を取付けた状態の縦断側面図、第4図は
第3図のB−B線断面図、第5図は他の外装材を取付け
た状態の縦断側面図、第6図は第5図のC−C線断面図
、第7図〜第11!−回は胴縁の各側を示す断面図、第
18図はアンカー部形成の金具の一例を示す斜視図、第
19図は同上他側を示す斜視図、第20図は乾式1法で
の従来例を示す縦断側面図、第21図は同上横断平面図
、第22図は湿式1法での従来例を示す縦断側面図であ
る。 1・・・コンクリート外壁 2・・・断熱材    3・−・アンカーボルト4・・
・スペーサー  5・・・胴縁 6・・・外装板    7・・・ビス 8・・・接着剤    9・−・補強材10・・・モル
タル   11・・・外装材12・・・室外側コンクリ
ート型枠 13・・・断熱材    14・・・胴縁15・・・ア
ンカー部  16〜18・・・アンカー部19・・・曲
げ板    20・・・アンカー部2I・・・H型の金
具 21a・・・脚部    21b・・・ピン22・・・
鉄筋     23・・・室内側コンクリート型枠24
・・・コンクリート 25・・・外装材26・・・釘
FIG. 1 is a vertical sectional side view showing one embodiment of the method of constructing an external insulation wall of a structure according to the present invention, FIG. 2 is a sectional view taken along the line A-A in FIG. 1,
Figure 3 is a vertical side view with exterior materials attached, Figure 4 is a sectional view taken along line B-B in Figure 3, Figure 5 is a vertical side view with other exterior materials attached, and Figure 6 are sectional views taken along the line C-C in FIG. 5, and FIGS. 7 to 11! Figure 18 is a perspective view showing an example of the metal fittings for forming the anchor part, Figure 19 is a perspective view showing the other side of the same as above, and Figure 20 is a sectional view showing each side of the trunk rim. FIG. 21 is a cross-sectional side view showing a conventional example, FIG. 21 is a cross-sectional plan view of the same as above, and FIG. 22 is a vertical side view showing a conventional example using wet type 1 method. 1... Concrete outer wall 2... Insulation material 3... Anchor bolt 4...
・Spacer 5...Brim 6...Exterior plate 7...Screw 8...Adhesive 9...Reinforcement material 10...Mortar 11...Exterior material 12...Outdoor concrete mold Frame 13...Insulating material 14...Brim 15...Anchor part 16-18...Anchor part 19...Bending plate 20...Anchor part 2I...H-shaped metal fitting 21a...・Legs 21b...Pin 22...
Reinforcing bars 23... Indoor concrete formwork 24
... Concrete 25 ... Exterior material 26 ... Nails

Claims (2)

【特許請求の範囲】[Claims] (1)コンクリート構築物のコンクリート外壁を施工す
るに際し、該外壁の室外側コンクリート型枠の内側に断
熱材とこの断熱材に並びかつコンクリート打設側にアン
カー部を有する胴縁とを該胴縁を釘またはネジでコンク
リート型枠に仮固定することで配置し、配筋し、室内側
コンクリート型枠をセットした後、コンクリートを打設
し、コンクリート硬化後型枠を脱型し、胴縁に外装材を
釘またはネジで固定することを特徴とする構築物の外断
熱壁の施工法。
(1) When constructing a concrete external wall of a concrete structure, a heat insulating material and a rim lined with the heat insulating material and having an anchor part on the concrete pouring side are placed inside the outdoor concrete formwork of the external wall. Place it by temporarily fixing it to the concrete formwork with nails or screws, arrange reinforcement, set the indoor concrete formwork, pour concrete, remove the formwork after the concrete hardens, and attach the exterior to the rim. A construction method for external insulation walls of structures, which is characterized by fixing materials with nails or screws.
(2)胴縁は、無機質不燃材からなる請求項第1項記載
の構築物の外断熱壁の施工法。
(2) The method for constructing an external heat insulating wall of a structure according to claim 1, wherein the rim is made of an inorganic noncombustible material.
JP2337357A 1990-11-30 1990-11-30 Construction method of outer insulation wall of structure Expired - Lifetime JP2540385B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2337357A JP2540385B2 (en) 1990-11-30 1990-11-30 Construction method of outer insulation wall of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2337357A JP2540385B2 (en) 1990-11-30 1990-11-30 Construction method of outer insulation wall of structure

Publications (2)

Publication Number Publication Date
JPH04203142A true JPH04203142A (en) 1992-07-23
JP2540385B2 JP2540385B2 (en) 1996-10-02

Family

ID=18307863

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2337357A Expired - Lifetime JP2540385B2 (en) 1990-11-30 1990-11-30 Construction method of outer insulation wall of structure

Country Status (1)

Country Link
JP (1) JP2540385B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002667A (en) * 2006-10-16 2007-01-11 Kondo Masaru Sekkei Jimusho:Kk Construction method for finishing fire resistant external heat insulating outer wall

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090127427A1 (en) * 2005-06-03 2009-05-21 Kenkichi Sato Form panel doubling as substrate for interior and exterior materials and form construction method for concrete structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56159451A (en) * 1980-05-09 1981-12-08 Kohkoku Chem Ind Installing of concrete wall having heat insulating plate integrally formed to inner side thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56159451A (en) * 1980-05-09 1981-12-08 Kohkoku Chem Ind Installing of concrete wall having heat insulating plate integrally formed to inner side thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002667A (en) * 2006-10-16 2007-01-11 Kondo Masaru Sekkei Jimusho:Kk Construction method for finishing fire resistant external heat insulating outer wall

Also Published As

Publication number Publication date
JP2540385B2 (en) 1996-10-02

Similar Documents

Publication Publication Date Title
US5845445A (en) Insulated concrete form
US6230409B1 (en) Molded building panel and method of construction
US4885884A (en) Building panel assembly
US4112646A (en) Pre-cast insulated wall structure
US4998394A (en) Masonry wall structure and method of making the same
RU2440473C2 (en) Vertical construction joints
JP3696126B2 (en) PRECAST CONCRETE PLATE, MANUFACTURING METHOD THEREOF, AND OUTER INSULATION STRUCTURE
JPH11193588A (en) Mounting method of fire-resistive material in outside-heat insulation construction method of reinforced-concrete structure
JPH04203142A (en) Work for outer heat insulating wall of structure
US2040732A (en) Manufacture of cementitious panels
US1792491A (en) Structural element
JPS60195256A (en) Brick lining structure
WO1991009180A1 (en) Edge element
JPH11181916A (en) Unit block for block built up type structure and its dry construction method
JPH07238651A (en) Wall panel
JPS58178745A (en) Mold frame material for use with finishing foundation
JPS6033973A (en) Formation of cover to building
JPH0225852Y2 (en)
KR930005580Y1 (en) Prefabricated shutterings
JPS59213859A (en) Concrete panel with decorative panel
JP3142948B2 (en) Concrete panel with tile and method of manufacturing the same
JPS6329074Y2 (en)
JP2604938Y2 (en) Thermal insulation panel
JPS6320781Y2 (en)
KR200146353Y1 (en) Anchor working device for ceiling finish