JPS6358987B2 - - Google Patents
Info
- Publication number
- JPS6358987B2 JPS6358987B2 JP20722181A JP20722181A JPS6358987B2 JP S6358987 B2 JPS6358987 B2 JP S6358987B2 JP 20722181 A JP20722181 A JP 20722181A JP 20722181 A JP20722181 A JP 20722181A JP S6358987 B2 JPS6358987 B2 JP S6358987B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- building
- formwork
- concrete
- attaching
- 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.)
- Expired
Links
- 238000009415 formwork Methods 0.000 claims description 17
- 238000001125 extrusion Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 239000010425 asbestos Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052895 riebeckite Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000011147 inorganic material Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は、石綿セメント等の無機質材料を押出
し成形してなる中空のパネル(以下、単にパネル
という。)を、コンクリート建造物を構築する際
に、外側型枠、あるいは内側型枠、もしくは内、
外側型枠として使用するとともに、該パネルを打
込みコンクリートと一体化させることにより建造
物の外装あるいは内装もしくは内、外装を同時に
完成させることの可能なコンクリート建造物の構
築方法を提供することを目的として提案されたも
ので、建造物梁Bに、パネル固定用フアスナーA
を取付ける第1工程と、両端部に設けられた係合
用突起部1C間に、ほぼ等間隔毎に断面矩形状に
複数並設し、縦方向全長に亘つて貫通空洞を形成
する中空部1aを介して、取付金具a,bを予か
じめセツトした押出成形パネル1を、上記パネル
固定用フアスナーAに上記取付金具a,bを連結
することにより建造物梁Bに建込む第2工程と、
同第2工程により建造物梁Bに建込まれた多数の
押出成形パネル1の係合用突起部1cに係合金具
2を係合させたのち、該係合金具2に間隔保持部
材3の一端を取付ける第3工程と、該間隔保持部
材3の他端に内側型枠4を取付けたのち、側内側
型枠4と上記第2工程により建込まれた押出成形
パネル1との間の空間にコンクリートを打込む第
4工程とよりなることを特徴とする押出成形パネ
ルを型枠とするコンクリート建造物の構築方法。
に係るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides hollow panels (hereinafter simply referred to as panels) formed by extrusion molding of inorganic materials such as asbestos cement. inside formwork or inside,
The purpose of the present invention is to provide a method for constructing a concrete building, which can be used as an outside formwork and can simultaneously complete the exterior or interior of a building, or the interior and exterior, by integrating the panel with poured concrete. As proposed, panel fixing fastener A is attached to the building beam B.
A plurality of hollow parts 1a having a rectangular cross section are arranged at approximately equal intervals between the first step of attaching the engaging protrusions 1C provided at both ends, and forming a through cavity over the entire length in the vertical direction. a second step of erecting the extrusion-molded panel 1 with the mounting fittings a and b set in advance on the building beam B by connecting the mounting fittings a and b to the panel fixing fastener A;
After the engaging tool 2 is engaged with the engaging protrusions 1c of a large number of extrusion molded panels 1 built on the building beam B in the second step, one end of the spacing member 3 is attached to the engaging tool 2. After the inner formwork 4 is attached to the other end of the spacing member 3, the space between the side inner formwork 4 and the extrusion molded panel 1 erected in the second step is A method for constructing a concrete building using an extruded panel as a formwork, comprising a fourth step of pouring concrete.
This is related to.
以下、第1図乃至第3図を参照しながら、本発
明につき具体的に説明する。 Hereinafter, the present invention will be specifically explained with reference to FIGS. 1 to 3.
それらの図で、1は石綿セメント等の無機質材
料よりなるパネルで、同パネル1は第1図及び第
2図に示す如く、縦方向の中空部1aを有し、ま
た、横方向両端縁部1bの内面には、左右対称形
の突起部1cが形成されており、それら突起部1
cの内側には係合金具係合用屈曲部1dが設けら
れている。また、該パネル1の内側のほぼ中央部
には、縦方向突起1eが突設されており、該突起
1eは、後述するようにコンクリートが打込まれ
た場合に、パネル1とコンクリートとの一体化を
強化するに役立つ。a,bは後述するパネル固定
用フアスナーAに接続されて、パネル1を建造物
梁B(第2図参照)に建込むために、予かじめ工
場等において、パネル1に第2図に示すようにボ
ルト等で固着された取付金具で、パネル1で外側
型枠を形成する場合には、まず、パネル固定用フ
アスナーAを、予かじめ設置された建造物梁B
に、第2図に示す如く溶接等で固着したのち、該
フアスナーAの先端に、上記取付金具a,bを溶
接等で固着し、パネル1を、該取付金具a,b、
パネル固定用フアスナーAを介して建造物梁Bの
外側に建込む。この要領で建造物梁Bの外側に多
数枚のパネル1を相隣るパネル1の間hに目地c
を設け、該目地cにはパツキング材8を嵌込み順
次建込み固定して、パネル1で外側型枠を形成す
る。ついで、係合金具2を、相隣るパネル1の内
面の突起部1cに係合させたのち、該係合金具2
に第1図に示す如く間隔保持部材3の一端を取付
ける。つぎに、該間隔保持部材3の他端にコーン
6を取付けたのち、内側型枠4を建込み、横バタ
材7をセツトして、パネル1で形成された外側型
枠と一定の間隔Hを保持した内側型枠4を設置す
る。ついで、それら内、外側型枠の空間にコンク
リート5を打込み、硬化させることによつて外側
型枠(パネル1)とコンクリート5が一体化した
コンクリート建造物が構築される。コンクリート
の硬化後、内側型枠4を取除き、各目地Cに第1
図に示す如くシーリング材9を充填してコンクリ
ート建造物は完成する。 In these figures, 1 is a panel made of an inorganic material such as asbestos cement, and as shown in FIGS. 1 and 2, the panel 1 has a vertical hollow part 1a, and both horizontal edges A bilaterally symmetrical protrusion 1c is formed on the inner surface of the protrusion 1b.
A bent portion 1d for engaging the engagement metal is provided inside c. Further, a vertical projection 1e is provided protruding approximately at the center of the inside of the panel 1, and the projection 1e is designed to prevent the panel 1 from becoming an integral part of the concrete when concrete is poured, as will be described later. It helps to strengthen the system. a and b are connected to panel fixing fasteners A to be described later, and in order to erect panel 1 on building beam B (see Fig. 2), the panel 1 is attached in advance at a factory etc. as shown in Fig. 2. When forming an outer formwork with panel 1 using mounting brackets fixed with bolts etc., first attach the panel fixing fastener A to the building beam B that has been installed in advance.
Then, as shown in FIG. 2, the mounting brackets a, b are fixed by welding or the like to the tips of the fasteners A, and the panel 1 is attached to the mounting brackets a, b,
It is installed on the outside of the building beam B via the panel fixing fastener A. In this way, connect a large number of panels 1 to the outside of the building beam B with joints c between adjacent panels 1.
are provided, and packing materials 8 are fitted into the joints c and fixed in order to form an outer formwork with the panel 1. Next, after engaging the engagement tool 2 with the protrusion 1c on the inner surface of the adjacent panel 1, the engagement tool 2
Attach one end of the spacing member 3 to the spacer as shown in FIG. Next, after attaching the cone 6 to the other end of the spacing member 3, the inner formwork 4 is erected, and the horizontal flap material 7 is set so as to maintain a certain distance H from the outer formwork formed by the panel 1. The inner formwork 4 holding the is installed. Then, by pouring concrete 5 into the spaces of the inner and outer formwork and hardening it, a concrete building in which the outer formwork (panel 1) and the concrete 5 are integrated is constructed. After the concrete hardens, the inner formwork 4 is removed and a first
As shown in the figure, the concrete building is completed by filling with sealing material 9.
本発明は、上記の如く、石綿セメント等の押出
成形パネルを用いるため、表面精度に優れ、軽量
で、しかも強度が大きく、外側型枠(パネル1)
がそのまま建造物の外壁面を形成するため、本発
明によれば、建造物の施工期間が著しく短縮され
るばかりでなく、建造物梁Bに各パネル(外側型
枠)がパネル固定用フアスナーAを介して固定さ
れているため、外表面の出入り精度の調整不要
で、また、パネルには表面凹凸模様もしくはタイ
ルを貼着したものを用いると、任意所望の表面化
粧が可能で経済性に富むなどの実用的効果を挙げ
ることができる。 As described above, the present invention uses an extruded panel made of asbestos cement, etc., so it has excellent surface precision, is lightweight, and has high strength.
forms the exterior wall surface of the building as it is, so according to the present invention, not only the construction period of the building is significantly shortened, but also each panel (outer formwork) is attached to the building beam B by the fastener A for fixing the panel. Since it is fixed through the panel, there is no need to adjust the accuracy of the entrance and exit of the outer surface. Also, if the panel has an uneven surface pattern or tiles attached, it is possible to create any desired surface decoration, which is highly economical. The following practical effects can be mentioned.
第1図乃至第3図は、本発明の施工要領説明図
で、第1図は平面図、第2図は側面図、第3図は
第2図のX部拡大図である。
1:押出成形パネル、1c:係合用突起部、
2:係合金具、3:間隔保持部材、4:内側型
枠、5:コンクリート、A:パネル固定用フアス
ナー、B:建造物梁、a,b:取付金具。
1 to 3 are explanatory diagrams of the construction procedure of the present invention, in which FIG. 1 is a plan view, FIG. 2 is a side view, and FIG. 3 is an enlarged view of the X portion of FIG. 2. 1: Extrusion molded panel, 1c: Engagement protrusion,
2: Engagement metal fittings, 3: Spacing member, 4: Inner formwork, 5: Concrete, A: Fastener for fixing panels, B: Building beam, a, b: Mounting metal fittings.
Claims (1)
取付ける第1工程と、両端部に設けられた係合用
突起部1c間に、ほぼ等間隔毎に断面矩形状に複
数並設し、縦方向全長に亘つて貫通空洞を形成す
る中空部1aを介して、取付金具a,bを予かじ
めセツトした押出成形パネル1を、上記パネル固
定用フアスナーAに上記取付金具a,bを連結す
ることにより建造物梁Bに建込む第2工程と、同
第2工程により建造物梁Bに建込まれた多数の押
出成形パネル1の係合用突起部1cに係合金具2
を係合させたのち、該係合金具2に間隔保持部材
3の一端を取付ける第3工程と、該間隔保持部材
3の他端に内側型枠4を取付けたのち、側内側型
枠4と上記第2工程により建込まれた押出成形パ
ネル1との間の空間にコンクリートを打込む第4
工程とよりなることを特徴とする押出成形パネル
を型枠とするコンクリート建造物の構築方法。1 In the first step of attaching panel fixing fasteners A to the building beam B, a plurality of panel fixing fasteners A are arranged in parallel at approximately equal intervals in a rectangular cross-section between the engagement protrusions 1c provided at both ends, and the total length in the vertical direction is By connecting the extrusion-molded panel 1 with the mounting fittings a and b set in advance to the panel fixing fastener A through the hollow part 1a that forms a through-hole through the panel, the mounting fittings a and b are connected to the panel fixing fastener A. A second step of erecting on the building beam B, and an engagement fitting 2 on the engagement protrusion 1c of a large number of extrusion molded panels 1 built on the building beam B in the second step.
a third step of attaching one end of the spacing member 3 to the engagement fitting 2; and a third step of attaching the inner formwork 4 to the other end of the spacing member 3; The fourth step is to pour concrete into the space between the extruded panel 1 built in the second step above.
A method for constructing a concrete building using extruded panels as a formwork, characterized by the following steps:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20722181A JPS58110737A (en) | 1981-12-23 | 1981-12-23 | Construction of concrete building by using extrusion molded panel as mold frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20722181A JPS58110737A (en) | 1981-12-23 | 1981-12-23 | Construction of concrete building by using extrusion molded panel as mold frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58110737A JPS58110737A (en) | 1983-07-01 |
| JPS6358987B2 true JPS6358987B2 (en) | 1988-11-17 |
Family
ID=16536243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20722181A Granted JPS58110737A (en) | 1981-12-23 | 1981-12-23 | Construction of concrete building by using extrusion molded panel as mold frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58110737A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0422012U (en) * | 1990-06-14 | 1992-02-24 |
-
1981
- 1981-12-23 JP JP20722181A patent/JPS58110737A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0422012U (en) * | 1990-06-14 | 1992-02-24 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58110737A (en) | 1983-07-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU727062B2 (en) | Pre-cast concrete panels for construction of a building | |
| JPH02197639A (en) | Junction block for building | |
| US4458464A (en) | Process and apparatus for erecting walls made of glass structural bricks and at least a joint mortar, together with a joint lining and, if necessary, reinforcement | |
| JPS6358987B2 (en) | ||
| US3549115A (en) | Form for monolithic concrete wall construction | |
| JP2719503B2 (en) | Architectural formwork | |
| JP2544040B2 (en) | Hexagon concrete segment of curved section of tunnel | |
| GB1581355A (en) | Building panels | |
| JPH0571163A (en) | Formwork method | |
| TWI844505B (en) | Architecture system | |
| JPH0323448Y2 (en) | ||
| JP3087225B2 (en) | Architectural concrete panel and its manufacturing method | |
| JPS6080644A (en) | Outer wall of concrete construction having extrusion moldingpanel as mold frame | |
| JPH0428063B2 (en) | ||
| JPH0232422B2 (en) | ||
| CA1052522A (en) | Building systems | |
| JPH0124251Y2 (en) | ||
| TW202521814A (en) | Architecture unit | |
| JPH0663289B2 (en) | PC bearing wall | |
| JP2000356000A (en) | Formwork unit construction method | |
| JPH0229143B2 (en) | ||
| WO2003044306A1 (en) | Method of manufacturing modules | |
| KR100826665B1 (en) | Construction method of wall structure using natural stone | |
| JPS6339740B2 (en) | ||
| JPH06158710A (en) | Connection method of precast concrete member |