JPH04258434A - Wall structure - Google Patents
Wall structureInfo
- Publication number
- JPH04258434A JPH04258434A JP1900191A JP1900191A JPH04258434A JP H04258434 A JPH04258434 A JP H04258434A JP 1900191 A JP1900191 A JP 1900191A JP 1900191 A JP1900191 A JP 1900191A JP H04258434 A JPH04258434 A JP H04258434A
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- material layer
- reinforcement
- plates
- vertical
- 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.)
- Pending
Links
- 239000012779 reinforcing material Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 abstract description 14
- 238000009413 insulation Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract 4
- 239000010959 steel Substances 0.000 abstract 4
- 239000002131 composite material Substances 0.000 abstract 1
- 125000006850 spacer group Chemical group 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000007921 spray Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011295 pitch Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
Description
【０００１】0001
【産業上の利用分野】この発明は戸建住宅や中、低層の
集合住宅、リゾート施設等の比較的小規模な建物の壁体
の構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to wall structures of relatively small buildings such as detached houses, medium- and low-rise housing complexes, and resort facilities.
【０００２】0002
【発明が解決しようとする課題】断熱構造のコンクリー
ト壁を施工するには配筋および断熱施工に手間がかかり
、小規模建物ではコスト高となる。この発明は断熱材お
よび補強材の一部をプレファブ化し配筋および断熱施工
の能率化を図るとともに、強度が高く、優れた耐震性を
発現できる壁体の構造を提案するにある。[Problems to be Solved by the Invention] In order to construct a concrete wall with a heat insulating structure, it takes time and effort to arrange reinforcement and perform heat insulation, which results in high costs for small-scale buildings. This invention aims to improve the efficiency of reinforcement and insulation construction by prefabricating some of the insulation and reinforcing materials, and to propose a wall structure that is high in strength and exhibits excellent earthquake resistance.
【０００３】0003
【課題を解決するための手段】この発明になる壁体の構
造は、並行し対向する複数の金網板をラチス材で連結し
金網板間の中央部に断熱板を配してなる金網パネル、金
網パネルの表面上に順に配した縦補強筋、横補強筋およ
び平網からなる補強材層、補強材層に塗着した水硬性組
成物が硬化してなる硬化物層とからなることを特徴とす
る。[Means for Solving the Problems] The structure of the wall body according to the present invention includes a wire mesh panel formed by connecting a plurality of parallel and opposing wire mesh plates with a lattice material and disposing a heat insulating plate in the center between the wire mesh plates; It is characterized by consisting of a reinforcing material layer consisting of vertical reinforcing bars, horizontal reinforcing bars and flat mesh arranged in order on the surface of the wire mesh panel, and a cured material layer formed by curing a hydraulic composition applied to the reinforcing material layer. shall be.
【０００４】0004
【実施例】図１は実施例の壁体の構造を示すものであり
、金網パネル１、その表面に配筋した縦補強筋（縦筋）
２、横補強筋（横筋）３およびその上に平網４を重ね、
結束してなる補強材層５、および補強材層５に塗着した
水硬性組成物が硬化してなる硬化物層６とから構成され
ている。[Example] Figure 1 shows the structure of a wall body in an example, showing a wire mesh panel 1 and vertical reinforcing bars (vertical bars) arranged on its surface.
2. Overlap the horizontal reinforcement (horizontal reinforcement) 3 and the flat mesh 4 on top of it,
It is composed of a reinforcing material layer 5 formed by bundling, and a cured material layer 6 formed by curing a hydraulic composition applied to the reinforcing material layer 5.
【０００５】図２、３、４はこの実施例で用いた金網パ
ネル１であり、２枚の並行し対向する金網板７、７間の
中央部に耐水性、独立気泡の合成樹脂発泡体からなる断
熱板８を配し、金網板７、７間をラチス材９でラチス状
に連結し構成されている。FIGS. 2, 3, and 4 show the wire mesh panel 1 used in this example, in which a water-resistant, closed-cell synthetic resin foam is formed in the center between two parallel and opposing wire mesh plates 7, 7. A heat insulating plate 8 is disposed, and the wire mesh plates 7 are connected in a lattice shape with a lattice material 9.
【０００６】この壁体を施工するには、構築すべき位置
に図５のごとく、ポスト１０を建て、その上端の片面側
に横枠材１１を取付ける。図５において、２は下段の階
から立ち上った縦筋である。次に図６において、ポスト
１０で仕切られ形成された壁体を構築すべき位置におい
て、床面から突出した縦筋２、２間に金網パネル１を建
込み、その両表面の所定位置に縦筋２を配筋した後、前
記枠材１１の反対面の横枠材１１を取付ける。続いて図
７において、横筋３を配筋した後、その全面に平網４を
重ね結束して、金網パネル１の表面に補強材層５を形成
する。必要に応じスペーサー１２を適当なピッチで取付
けて平網４を幅止めする。To construct this wall, a post 10 is erected at the position to be constructed as shown in FIG. 5, and a horizontal frame member 11 is attached to one side of the upper end of the post 10. In FIG. 5, 2 is a vertical strip rising from the lower floor. Next, in FIG. 6, at the position where a wall partitioned by posts 10 is to be constructed, a wire mesh panel 1 is erected between vertical bars 2, 2 protruding from the floor surface, and vertically placed at predetermined positions on both surfaces. After arranging the reinforcements 2, the horizontal frame member 11 on the opposite side of the frame member 11 is attached. Subsequently, in FIG. 7, after arranging the horizontal reinforcements 3, a flat mesh 4 is layered over the entire surface thereof and tied together to form a reinforcing material layer 5 on the surface of the wire mesh panel 1. If necessary, spacers 12 are installed at appropriate pitches to stop the width of the flat mesh 4.
【０００７】この様に配筋した補強材層５上に図１のご
とく水硬性組成物であるセメントモルタルを塗着して硬
化物層６を形成し、壁体を構築する。As shown in FIG. 1, cement mortar, which is a hydraulic composition, is applied onto the reinforcing material layer 5 arranged in this manner to form a hardened material layer 6, thereby constructing a wall.
【０００８】図８はポスト１０および横枠材１１で囲ま
れた空間に、２つの開口部１３部分を除き、６枚の金網
パネル１−１、１−２、１−３、１−４、１−５、１−
６を建込んだ状態であり図９は床面から突出した縦筋２
に接続した縦筋２および横筋３を配筋し、スペーサー１
２を配置した状態である。図１０は全面に６枚の平網４
−１、４−２、４−３、４−４、４−５、４−６を重ね
た状態である。この際、金網パネル１の継目と平網４の
継目が立面上一致しないように、平網４の寸法および配
置を考慮する。また、平網４は相互に側縁を重ね合せる
ように配置する。最後に壁の出隅や入隅にコーナー金網
１４を配し、平網４と結束する。また、スペーサー１２
で平網４の幅止めをする。FIG. 8 shows six wire mesh panels 1-1, 1-2, 1-3, 1-4, 1-5, 1-
Figure 9 shows the vertical bars 2 protruding from the floor.
Arrange vertical reinforcement 2 and horizontal reinforcement 3 connected to spacer 1.
2 is placed. Figure 10 shows six flat nets 4 on the entire surface.
-1, 4-2, 4-3, 4-4, 4-5, and 4-6 are stacked. At this time, the dimensions and arrangement of the flat mesh 4 are considered so that the joints of the wire mesh panel 1 and the joints of the flat mesh 4 do not coincide in elevation. Further, the flat meshes 4 are arranged so that their side edges overlap each other. Finally, corner wire mesh 14 is arranged at the outer and inner corners of the wall and tied to the flat mesh 4. Also, spacer 12
Stop the width of flat mesh 4 with .
【０００９】最後に吹付け等によりモルタルを両面から
塗着し壁体を完成する。またモルタル塗着のタイミング
としては前記の施工工程において、横筋３を配しスペー
サー１２を取付けたあと、下吹きとして縦筋２が見えが
くれする程度に吹付け、モルタルの硬化をまって平網４
以下の施工を行なうこともできる。Finally, mortar is applied from both sides by spraying or the like to complete the wall. Also, regarding the timing of applying mortar, in the above-mentioned construction process, after arranging the horizontal stripes 3 and installing the spacers 12, spray as an under-spray to the extent that the vertical stripes 2 are visible, wait for the mortar to harden, and then 4
The following construction can also be carried out.
【００１０】0010
【作用】この壁体の構造は、断熱板を芯材としてその両
面にラチス材で連結した金網板が配してあり、さらにそ
の上に、縦・横補強筋および平網からなる補強材層を配
して、二重補強となっているので、線径を大きくするこ
となく、大きな耐力を発現できる。また、縦・横補強筋
は両面から平網で挟まれているので、モルタル等の水硬
性組成物の定着力、付着力が向上し、耐震性が高い。[Function] The structure of this wall consists of a heat insulating board as a core material, wire mesh boards connected with lattice material on both sides, and on top of that a reinforcing material layer consisting of vertical and horizontal reinforcing bars and flat mesh. Since the wire is double-reinforced, a large yield strength can be achieved without increasing the wire diameter. In addition, since the vertical and horizontal reinforcing bars are sandwiched between flat nets on both sides, the fixing power and adhesion of hydraulic compositions such as mortar are improved, and earthquake resistance is high.
【００１１】この壁体を施工にするには、断熱板とラチ
ス状に連結した金網板からなるプレファブ化した金網パ
ネルを建込み、その上に縦・横補強筋を配筋するので縦
・横補強筋を自由に配筋でき、作業性が優れている。ま
た、平網を金網パネルの継目をカバーして、継目の補強
ができるので、局部的に分散している継目を補強メッシ
ュ等を配置して補強する手間を省力化することができる
。To construct this wall, a prefabricated wire mesh panel consisting of a heat insulating board and wire mesh plates connected in a lattice manner is erected, and vertical and horizontal reinforcing bars are arranged on top of it, so that the vertical and horizontal reinforcement is arranged. Reinforcement bars can be arranged freely and workability is excellent. In addition, since the joints of the wire mesh panels can be covered with a flat mesh to reinforce the joints, it is possible to save the labor of reinforcing locally dispersed joints by arranging reinforcing mesh or the like.
【００１２】0012
【発明の効果】この発明は以上の通りであり、この壁体
の構造は、断熱性能を備えた高強度を発揮でき、かつ作
業能率よく施工することができる。[Effects of the Invention] The present invention is as described above, and this wall structure can exhibit high strength with heat insulation performance, and can be constructed with high work efficiency.
【図１】実施例の壁体の構造を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing the structure of a wall body of an example.
【図２】実施例の金網パネルの正面図である。FIG. 2 is a front view of the wire mesh panel of the example.
【図３】実施例の金網パネルの側面図である。FIG. 3 is a side view of the wire mesh panel of the example.
【図４】実施例の金網パネルの平面図である。FIG. 4 is a plan view of the wire mesh panel of the example.
【図５】壁体の構築に先だちポストを建込んだ状態の縦
断面図である。FIG. 5 is a vertical cross-sectional view of the post installed prior to construction of the wall.
【図６】金網パネルを建込んだ状態の縦断面図である。FIG. 6 is a vertical cross-sectional view of the wire mesh panel in a state where it is installed.
【図７】金網パネル上に補強材層を形成した状態の縦断
面図である。FIG. 7 is a longitudinal cross-sectional view of a reinforcing material layer formed on a wire mesh panel.
【図８】建込んだ金網パネルの配置を示す正面図である
。FIG. 8 is a front view showing the arrangement of the built-in wire mesh panels.
【図９】縦・横筋の配置を示す正面図である。FIG. 9 is a front view showing the arrangement of vertical and horizontal stripes.
【図１０】平網の配置を示す平面図である。FIG. 10 is a plan view showing the arrangement of flat mesh.
１…金網パネル、２…縦筋、３…横筋、４…平網、５…
補強材層、６…硬化物層、７…金網板、８…断熱板、９
…ラチス材、１０…ポスト、１１…横枠材、１２…スペ
ーサー、１３…開口部、１４…コーナー金網。1...wire mesh panel, 2...vertical stripes, 3...horizontal stripes, 4...flat mesh, 5...
Reinforcing material layer, 6... Cured material layer, 7... Wire mesh board, 8... Heat insulating board, 9
...Lattice material, 10...Post, 11...Horizontal frame material, 12...Spacer, 13...Opening, 14...Corner wire mesh.
Claims (1)
材で連結し金網板間の中央部に断熱板を配してなる金網
パネル、金網パネルの表面上に順に配した縦補強筋、横
補強筋および平網からなる補強材層、補強材層に塗着し
た水硬性組成物が硬化してなる硬化物層とからなること
を特徴とする壁体の構造。[Claim 1] A wire mesh panel formed by connecting a plurality of parallel and opposing wire mesh plates with a lattice material and arranging a heat insulating plate in the center between the wire mesh plates, vertical reinforcing bars arranged in order on the surface of the wire mesh panel, and horizontal A wall structure comprising a reinforcing material layer made of reinforcing bars and a flat mesh, and a cured material layer formed by curing a hydraulic composition applied to the reinforcing material layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1900191A JPH04258434A (en) | 1991-02-12 | 1991-02-12 | Wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1900191A JPH04258434A (en) | 1991-02-12 | 1991-02-12 | Wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04258434A true JPH04258434A (en) | 1992-09-14 |
Family
ID=11987305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1900191A Pending JPH04258434A (en) | 1991-02-12 | 1991-02-12 | Wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04258434A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55165344A (en) * | 1979-06-12 | 1980-12-23 | Asahi Dow Ltd | Core material for adiabatic construction body |
| JPH038950A (en) * | 1989-06-06 | 1991-01-16 | Kajima Corp | Mechanism of heat insulating wall type |
-
1991
- 1991-02-12 JP JP1900191A patent/JPH04258434A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55165344A (en) * | 1979-06-12 | 1980-12-23 | Asahi Dow Ltd | Core material for adiabatic construction body |
| JPH038950A (en) * | 1989-06-06 | 1991-01-16 | Kajima Corp | Mechanism of heat insulating wall type |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 19960423 |