JPH07233611A - Spray wall core body and manufacture thereof - Google Patents

Spray wall core body and manufacture thereof

Info

Publication number
JPH07233611A
JPH07233611A JP4769194A JP4769194A JPH07233611A JP H07233611 A JPH07233611 A JP H07233611A JP 4769194 A JP4769194 A JP 4769194A JP 4769194 A JP4769194 A JP 4769194A JP H07233611 A JPH07233611 A JP H07233611A
Authority
JP
Japan
Prior art keywords
core
wall
reinforcing bar
reinforcing bars
lattice
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
JP4769194A
Other languages
Japanese (ja)
Other versions
JP3472850B2 (en
Inventor
Eisaku Kakita
英策 垣田
Hitoshi Aritsu
均 有津
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP04769194A priority Critical patent/JP3472850B2/en
Publication of JPH07233611A publication Critical patent/JPH07233611A/en
Application granted granted Critical
Publication of JP3472850B2 publication Critical patent/JP3472850B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To easily adjust the strength and thickness of a wall and improve the construction property by inserting a porous thin sheet body between two sheets of erected reinforcements to form a spray wall core body. CONSTITUTION:Vertical reinforcing bars 11a and horizontal reinforcing bars 11b of reinforcements 11 constituting a core body 10 are arranged at intervals into a lattice shape, intersections are welded to manufacture a welded wire net with a prescribed width, many isosceles triangular ridge sections 11A are formed in the vertical direction of the wire net, and the wire net is cut at a height into an erected reinforcing shape so that these vertexes are located on the same plane. A coarse braided fabric 12 manufactured at nearly the same length and width as those of the lattice-like reinforcements 11, it is put on the plane containing the ridge sections 11A of lattice-like reinforcements, another coarse braided fabric 12 is put on the plane containing the vertexes of the other ridge sections 11A, and two sheets of lattice-like reinforcements 11 and the coarse braided fabrics 12 are connected and integrated at multiple positions.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、構造物の壁の構築に
使う吹付壁用芯体及びその製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spray wall core used for constructing a wall of a structure and a method for manufacturing the same.

【0002】[0002]

【従来の技術】従来のモルタルの吹付による壁の構築法
には、発泡樹脂の芯板と該芯板の両側に隙間をあけて配
した格子状鉄筋とを芯板を縫う鉄筋にて結合して吹付壁
用芯体を製作し、建物の下側及び上側の梁又は床間に吹
付壁用芯体を配置し、セメント、骨材、水等の混合物か
らなるモルタルを吹付壁用芯体に吹き付け、吹付壁用芯
体の芯板と格子状鉄筋との間の隙間をモルタルで満た
し、かつ格子状鉄筋の外側をモルタルで覆い、吹付壁用
芯体の外側に所定の厚さのモルタル層を形成して壁を構
築するものがある。
2. Description of the Related Art In the conventional method of constructing a wall by spraying mortar, a core plate made of foamed resin and grid-like reinforcing bars arranged with gaps on both sides of the core plate are joined by reinforcing bars for sewing the core plate. To produce the core for the spray wall, place the core for the spray wall between the lower and upper beams or floors of the building, and use mortar made of a mixture of cement, aggregate, water, etc. as the core for the spray wall. Spraying, filling the gap between the core plate of the spray wall core and the grid-like reinforcing bar with mortar, and covering the outside of the grid-like reinforcing bar with mortar, and a mortar layer of a predetermined thickness on the outside of the spraying wall core. There is one that forms a wall to form a wall.

【0003】[0003]

【発明が解決しようとする課題】従来のモルタルの吹付
による壁の構築法に使う吹付壁用芯体は、発泡樹脂の芯
板と格子状鉄筋とを芯板を縫う鉄筋により結合するた
め、その製作が難しく、格子状鉄筋の太さや格子の間隔
を変えて壁の強度を調節することが難しい欠点があり、
また、芯体の一部に厚い発泡樹脂の芯板を使うため、壁
厚が大きくなり、モルタル層の厚さをある程度大きくし
ても充分な強度が得られず、さらに、芯板の発泡樹脂が
遮音性の低い材料であるため、遮音性の低い壁しか得ら
れないという欠点がある。この発明の解決しようとする
課題は、従来の吹付壁用芯体の上述のような欠点を有し
ない吹付壁用芯体を提供すること、換言すると、壁の強
度及び厚さが容易に調節でき、高強度で遮音性のよい壁
を施工性よく構築できる吹付壁用芯体及びその簡単な製
造法を提供することにある。
DISCLOSURE OF INVENTION Problems to be Solved by the Invention A spray wall core used in a conventional method of constructing a wall by spraying mortar has a core plate made of foamed resin and a grid-like reinforcing bar connected by a reinforcing bar for sewing the core plate. It is difficult to manufacture, and there is a drawback that it is difficult to adjust the strength of the wall by changing the thickness of the grid-shaped reinforcing bars and the spacing between the grids.
Also, since a thick foamed resin core plate is used for a part of the core body, the wall thickness becomes large, and even if the thickness of the mortar layer is increased to some extent, sufficient strength cannot be obtained. Is a material with low sound insulation, so there is a drawback that only walls with low sound insulation can be obtained. The problem to be solved by the present invention is to provide a core for a spraying wall that does not have the above-mentioned drawbacks of the core for a conventional spraying wall, in other words, the strength and thickness of the wall can be easily adjusted. The object is to provide a core for a spray wall capable of constructing a wall having high strength and good sound insulation with good workability, and a simple manufacturing method thereof.

【0004】[0004]

【課題を解決するための手段】この発明は、前記課題を
解決するために、次の構成を採用するものである。この
発明の構成は、モルタルの吹付による壁の構築に使う吹
付壁用芯体において、2枚の立体状鉄筋の間に多孔の薄
いシート状体が挾まれ、前記立体状鉄筋と前記シート状
体とが適宜の連結手段により連結されていることを特徴
とする吹付壁用芯体にある。多孔のシート状体として、
例えば、メタルラス、ワイヤーラス、パンチングメタル
等の金属製のシート状体を使い、また、粗目の編織布、
多孔の非金属製のシート状体を使う。粗目の編織布とし
ては、例えば、植物繊維、合成繊維、ガラス繊維、炭素
繊維等からなるものを使う。多孔のシート状体として
は、その多数の貫通孔がノズルから吹き出されたモルタ
ルを容易にとおさない程度の大きさ及び形状のものを使
う。
In order to solve the above problems, the present invention adopts the following constitution. According to the configuration of the present invention, in a spray wall core used for constructing a wall by spraying mortar, a thin porous sheet is sandwiched between two three-dimensional reinforcing bars, and the three-dimensional reinforcing bars and the sheet-shaped body are disposed. In the core body for a blow wall, which is connected by an appropriate connecting means. As a porous sheet,
For example, metal sheet such as metal lath, wire lath, punching metal, etc. are used.
Use a porous non-metal sheet. As the coarse knitted or woven fabric, for example, one made of plant fiber, synthetic fiber, glass fiber, carbon fiber, or the like is used. As the porous sheet-like body, one having a size and shape such that a large number of through holes do not easily pass through the mortar blown out from the nozzle is used.

【0005】吹付壁用芯体は、例えば、その少なくとも
一方の側の面の多数の凸部の頂部が略同じ平面上に位置
するように立体状鉄筋を製作し、立体状鉄筋の凸部の頂
部が略同じ平面上にある側を互いに対面させて、この2
枚の立体状鉄筋で多孔のシート状体を挾み、前記立体状
鉄筋と前記シート状体とを適宜の連結手段により連結し
て製造する。適宜の連結手段としては、溶接、接着、結
束、連結環による連結等の手段を使うことができる。立
体状鉄筋は、例えば、平らな格子鉄筋を曲げて立体状に
して製作し、または曲げた縦又は(及び)横の鉄筋を結
合して製作するが、他のやり方で製作してもよい。立体
状鉄筋として、縦方向又は横方向に延びる多数の畝を備
えた格子状鉄筋を使うと、立体状鉄筋の製作が容易にな
る。前記の畝の形状は、三角形でも、台形でも、その他
の形状でもよい。吹付壁用芯体は、その上下方向の寸法
は階高寸法に略一致するようにし、その左右方向の寸法
(幅)は取扱易さを考慮して決める。吹付壁用芯体は、
その下部及び上部を適宜の手段で下側及び上側の梁又は
床に固着し易く構成する。本発明は、高い強度の壁を容
易に構築できるから、仕切壁の施工に適用できるだけで
なく、高い強度が要求される建物の外壁の施工にも適用
できる。
In the core for a blown wall, for example, a three-dimensional reinforcing bar is manufactured such that the tops of a large number of convex portions on at least one side thereof are located on substantially the same plane. The sides with their tops on substantially the same plane face each other, and
A porous sheet-shaped body is sandwiched between a sheet of three-dimensional reinforcing bars, and the three-dimensional reinforcing bars and the sheet-shaped body are connected by an appropriate connecting means to manufacture. As appropriate connecting means, means such as welding, bonding, binding, connecting with a connecting ring, or the like can be used. The three-dimensional reinforcing bar is manufactured, for example, by bending a flat lattice reinforcing bar into a three-dimensional shape, or by connecting bent vertical and / or horizontal reinforcing bars, but other methods may be used. When a lattice-shaped reinforcing bar having a large number of ridges extending in the vertical direction or the horizontal direction is used as the three-dimensional reinforcing bar, the three-dimensional reinforcing bar can be easily manufactured. The shape of the ridge may be triangular, trapezoidal, or any other shape. The vertical dimension of the spray wall core is made to substantially match the floor height dimension, and the horizontal dimension (width) is determined in consideration of ease of handling. The core for the spray wall is
The lower part and the upper part are configured to be easily fixed to the lower and upper beams or the floor by appropriate means. Since the present invention can easily construct a high-strength wall, it can be applied not only to construction of a partition wall but also to construction of an outer wall of a building that requires high strength.

【0006】[0006]

【実施例】実施例1の吹付壁用芯体10は、図1ないし
図5に示すように、立体状の格子状鉄筋11と粗目の織
布12とで構成されている。長い縦鉄筋(直径3.2mm)
11aと所定長さの横鉄筋(直径3.2mm)11bとを間
隔(50mm)をおいて格子状に配し、それらの交差部の少
なくとも一部を溶接により接合し、所定幅の長い溶接金
網を製作し、この長い溶接金網に縦方向に間隔をおいて
多数の二等辺三角形の畝部11Aを形成し、多数の畝部
11Aの二等辺三角形の頂部が略同じ平面P上に位置す
るようにし、縦方向に多数の畝部11Aを形成した溶接
金網を階高寸法Hに合わせて切断して、立体状鉄筋を構
成する格子状鉄筋11を製作する。多孔の薄いシート状
体となる粗目の編織布12を、例えば、寒冷紗を立体状
の格子状鉄筋11と略同じ長さ及び幅に切断して製造す
る。一方の格子状鉄筋の畝部11Aの頂部を含む面P
に、粗目の編織布12の一方の面を当て、この粗目の編
織布12の他方の面に他方の格子状鉄筋11の畝部11
Aの頂部を含む面を当て、2枚の格子状鉄筋11と粗目
の編織布12とを複数の箇所で適宜の連結(接合)手段
により一体になるように連結し、吹付壁用芯体10を製
作する。前記連結(接合)手段としては、結束、接着、
連結輪[例えば、Cリンガー(商品名)]による連結、
溶接等の手段を使うことができる。例えば、格子状鉄筋
11と編織布12とを互いに接着してから、結束又は連
結輪による連結により一体に連結する。図2ないし図4
に示すように、畝部11Aの頂部に縦鉄筋11aが位置
するように畝部11Aを形成すると、編織布12を畝部
11Aの頂部の縦鉄筋11aでうまく挟持することがで
きる。吹付壁用芯体10の両側の端部は、例えば、図4
に示すように、粗目の編織布12の端縁部の両側面を端
縁に位置する縦鉄筋11aで挾み、前記縦鉄筋11aの
外側に傾斜した横鉄筋11bの端部11b1が位置する
ようにするが、これ以外の形状でもよい。畝部11Aの
頂部間の間隔は縦鉄筋11a間の寸法の3倍にしても、
4倍以上にしてもよい。
EXAMPLE As shown in FIGS. 1 to 5, a core 10 for a spray wall of Example 1 is composed of three-dimensional lattice-shaped reinforcing bars 11 and a coarse woven cloth 12. Long vertical rebar (diameter 3.2 mm)
11a and a horizontal rebar (diameter 3.2 mm) 11b of a predetermined length are arranged in a grid pattern at intervals (50 mm), and at least a part of their intersections are joined by welding to form a long wire mesh of a predetermined width. Manufacture and form a large number of isosceles triangular ridges 11A at intervals in the longitudinal direction on this long welded wire mesh so that the tops of the isosceles triangles of the many ridges 11A are located on substantially the same plane P. A welding wire net having a large number of ridges 11A formed in the vertical direction is cut in accordance with the floor height dimension H to produce a grid-shaped reinforcing bar 11 that constitutes a three-dimensional reinforcing bar. The coarse knitted fabric 12 which becomes a porous thin sheet-like body is manufactured, for example, by cutting a cheesecloth into substantially the same length and width as the three-dimensional lattice-shaped reinforcing bar 11. A surface P including the top of the ridge portion 11A of one grid-like reinforcing bar
To one side of the rough knitted fabric 12 and the other side of the rough knitted fabric 12 is covered with the ridges 11 of the other grid-shaped reinforcing bar 11.
The surface including the top portion of A is applied, and the two grid-shaped reinforcing bars 11 and the coarse knitted fabric 12 are integrally connected at a plurality of points by an appropriate connecting (joining) means, and the core body 10 for a spray wall is formed. To produce. As the connecting (joining) means, bundling, bonding,
Connection with a connecting wheel [for example, C Ringer (trade name)],
Means such as welding can be used. For example, the lattice-shaped reinforcing bars 11 and the knitted fabric 12 are adhered to each other and then integrally connected by binding or connection by a connecting ring. 2 to 4
When the ridge portion 11A is formed so that the vertical reinforcing bar 11a is located at the top of the ridge portion 11A, the knitted fabric 12 can be properly sandwiched between the vertical reinforcing bars 11a at the top of the ridge portion 11A. The end portions on both sides of the core 10 for a spray wall are, for example, as shown in FIG.
As shown in, sandwiched by vertical reinforcing bars 11a located both sides of the edge of the coarse knitted fabric 12 to the end edge, an end portion 11b 1 of the horizontal reinforcing bar 11b which is inclined to the outside of the longitudinal reinforcing bars 11a is located However, other shapes may be used. Even if the distance between the tops of the ridges 11A is three times the dimension between the vertical reinforcing bars 11a,
It may be four times or more.

【0007】実施例1の芯体10を使って吹付により壁
を構築する方法を説明する。図6に示すように、建物躯
体20の外壁の形成位置に対応する鉄筋コンクリート造
の下側及び上側の梁21A、21Bに、接合片22を植
設する。必要に応じて、柱にも接合片を植設する。それ
から、梁21Aと梁21Bとの間に複数枚の吹付壁用芯
体10を配し、吹付壁用芯体10の鉄筋11a、11b
の上部及び下部の中央に位置する部分を突出部22aに
結束、溶接等の適宜の接合手段により接合して、吹付壁
用芯体10を梁21A、21Bに固着する。また、図5
に示すように、隣あう吹付壁用芯体10の縁部の上部、
下部、中央部等の複数の箇所の一側又は両側に連結用格
子鉄筋23を当て、連結用格子鉄筋23と吹付壁用芯体
10の格子状鉄筋11の外側に位置する鉄筋11a、1
1bとを溶接、結束等の適宜の接合手段で接合する。連
結用格子鉄筋23として、例えば、格子状鉄筋11を製
作する溶接金網と同じ太さ及び間隔のものを小さく切っ
て使う。次に、作業者Hmが吹付ノズルNを持って、梁
21A、21B間に配置した吹付壁用芯体10の一方の
側から、モルタル付着芯体10に向けて、セメント、骨
材、水等からなるモルタルを吹き付ける。吹付壁用芯体
10の粗目の編織布12面に対して、吹付ノズルNを左
右、上下、前後等に移動させて、吹付壁用芯体10の一
側の全面にモルタルを吹き付ける。
A method of constructing a wall by spraying using the core body 10 of Example 1 will be described. As shown in FIG. 6, the joint piece 22 is planted in the lower and upper beams 21A and 21B of the reinforced concrete structure corresponding to the formation position of the outer wall of the building frame 20. If necessary, splice pieces on the columns. Then, a plurality of cores 10 for the spray wall are arranged between the beams 21A and 21B, and the reinforcing bars 11a, 11b of the core 10 for the spray walls are arranged.
The portions located at the center of the upper and lower portions of the above are joined to the projecting portion 22a by an appropriate joining means such as binding, welding, etc., and the blow wall core 10 is fixed to the beams 21A, 21B. Also, FIG.
As shown in, the upper part of the edge portion of the adjacent core 10 for the spray wall,
The connecting grid reinforcing bars 23 are applied to one or both sides of a plurality of places such as the lower part and the central part, and the connecting grid reinforcing bars 23 and the reinforcing bars 11a located outside the grid-shaped reinforcing bars 11 of the core 10 for the blow wall are provided.
1b is joined by an appropriate joining means such as welding or binding. As the connecting grid reinforcing bar 23, for example, one having the same thickness and spacing as the welding wire net for manufacturing the grid-shaped reinforcing bar 11 is cut into small pieces and used. Next, the worker Hm holds the spray nozzle N, and from one side of the core body 10 for a spray wall arranged between the beams 21A and 21B toward the mortar-attached core body 10, cement, aggregate, water, etc. Spray a mortar consisting of. The spray nozzle N is moved to the left, right, up, down, front and back, etc., with respect to the coarse knitted fabric 12 surface of the spray wall core 10 to spray mortar onto the entire surface on one side of the spray wall core 10.

【0008】吹き付けられたモルタルは、先ず、芯体1
0の粗目の編織布12の小孔の部分、糸の部分等に付着
し、粗目の編織布12がモルタルで覆われる。そして、
モルタルで覆われた部分にモルタルを吹き付けて、芯体
10の格子状鉄筋11の内側及び外側に位置する鉄筋1
1a、11bを埋め、その格子状鉄筋11の外側に位置
する鉄筋11a、11bの外側に所定の厚さのモルタル
層23aが形成されるまで、モルタルの吹付を続ける。
吹付壁用芯体10の一方の側へのモルタルの吹付が終了
したら、その芯体10の他方の側にもモルタルを吹き付
ける。同様に、粗目の編織布12をモルタルで覆い、格
子状鉄筋11の内側及び外側に位置する鉄筋11a、1
1bを埋め、格子状鉄筋11の外側に所定の厚さのモル
タル層23bが形成されるまで、モルタルの吹付を続け
る。そして、芯体10の両側に所定厚さのモルタル層2
3a、23bを形成し、図6の二点鎖線で示す外壁24
を完成する。実施例1のものにおいては、形成される壁
24の強度及び厚さは、吹付壁用芯体10の格子状鉄筋
を構成する鉄筋11a、11bの太さ及び畝部11Aの
高さを変えることにより、容易に調節することができ
る。また、粗目の編織布12の一方の側に付着したモル
タルと他方の側に付着したモルタルとは粗目の編織布1
2の孔内に入ったモルタルを介して強固に一体化されて
いる。モルタルの吹付は、乾式の吹付法により行なって
も、湿式の吹付法により行ってもよい。
[0008] The sprayed mortar is composed of the core 1
The coarse knitted and woven fabric 12 adheres to the small holes, yarns, and the like of the coarse knitted and woven fabric 12 and is covered with mortar. And
Reinforcing bars 1 located inside and outside the lattice-like reinforcing bars 11 of the core body 10 by spraying mortar on the portion covered with the mortar.
The mortar is continuously sprayed until the mortar layer 23a having a predetermined thickness is formed outside the reinforcing bars 11a and 11b located outside the lattice-shaped reinforcing bars 11 by filling the 1a and 11b.
When the mortar has been sprayed onto one side of the core 10 for a spray wall, the mortar is also sprayed on the other side of the core 10. Similarly, the coarse knitted fabric 12 is covered with mortar, and the reinforcing bars 11a and 1a located inside and outside the lattice-shaped reinforcing bar 11 are used.
1b is filled, and spraying of mortar is continued until the mortar layer 23b having a predetermined thickness is formed on the outside of the grid-shaped reinforcing bar 11. The mortar layer 2 having a predetermined thickness is provided on both sides of the core body 10.
An outer wall 24 which forms 3a and 23b and is shown by a two-dot chain line in FIG.
To complete. In the first embodiment, the strength and the thickness of the formed wall 24 are changed by changing the thicknesses of the reinforcing bars 11a and 11b and the height of the ridge portion 11A constituting the lattice-shaped reinforcing bar of the blow wall core 10. Can be easily adjusted. Further, the mortar attached to one side of the coarse knitted fabric 12 and the mortar attached to the other side are coarse knitted fabric 1
It is firmly integrated through the mortar that has entered the 2nd hole. The spraying of the mortar may be performed by a dry spraying method or a wet spraying method.

【0009】実施例2の吹付壁用芯体10は、図7ない
し図10に示すように、立体状の格子鉄筋11とメタル
ラス13とで構成されている。長い縦鉄筋(直径2.6m
m)11aと所定長さの横鉄筋(直径2.6mm)11bとを
間隔(50mm)をおいて格子状に配し、それらの交差部の
少なくとも一部を溶接により接合し、所定幅の長い溶接
金網を製作し、この長い溶接金網に縦方向に間隔をおい
て多数の台形の畝部11Aを形成し、多数の畝部11A
の台形の平らな頂部が略同じ平面P上に位置するように
し、縦方向に多数の畝部11Aを形成した溶接金網を階
高寸法Hに合わせて切断して、立体状鉄筋を構成する格
子状鉄筋11を製作する。多孔の薄いシート状体となる
メタルラス13は、例えば、孔があまり大きくないメタ
ルラスを格子状鉄筋11と略同じ長さ及び幅に切断して
製造する。このメタルラス13としては、ノズルから吹
き出されたモルタルを容易に通過させない程度の大きさ
及び形状の貫通孔を有するメタルラスを使う。一方の格
子状鉄筋11の畝部11Aの平らな頂部を含む面Pに、
メタルラス13の一方の面を当て、このメタルラス13
の他方の面に他方の格子状鉄筋11の畝部11Aの平ら
な頂部を含む面を当て、2枚の格子状鉄筋11とメタル
ラス13とを複数の箇所で適宜の連結(接合)手段によ
り一体になるように連結し、吹付壁用芯体10を製作す
る。前記連結(接合)手段としては、溶接、結束、連結
輪[例えば、Cリンガー(商品名)]による連結、接着
等の手段を使うことができる。
As shown in FIGS. 7 to 10, the spray wall core 10 of the second embodiment is composed of a three-dimensional lattice reinforcing bar 11 and a metal lath 13. Long vertical rebar (diameter 2.6m
m) 11a and horizontal rebars (diameter 2.6 mm) 11b of a predetermined length are arranged in a grid pattern at intervals (50 mm), at least a part of their intersections are joined by welding, and long welding of a predetermined width is performed. A wire net is manufactured, and a large number of trapezoidal ridges 11A are formed at intervals in the longitudinal direction on this long welded wire net.
The flat top of the trapezoid is located on substantially the same plane P, and the welded wire mesh in which a large number of ridges 11A are formed in the vertical direction is cut according to the floor height dimension H to form a three-dimensional reinforcing bar. The bar-shaped reinforcing bar 11 is manufactured. The metal lath 13 that is a thin sheet-like body having a porous structure is manufactured, for example, by cutting a metal lath having a hole that is not so large to have substantially the same length and width as the lattice-shaped reinforcing bars 11. As the metal lath 13, a metal lath having a through hole having a size and a shape such that the mortar blown out from the nozzle cannot easily pass therethrough. On the surface P including the flat top portion of the ridge portion 11A of the one grid-shaped reinforcing bar 11,
Touch one side of the metal lath 13
The surface including the flat apex of the ridge 11A of the other grid-shaped reinforcing bar 11 is applied to the other surface of the two, and the two grid-shaped reinforcing bars 11 and the metal lath 13 are integrated at a plurality of locations by appropriate connecting (joining) means. Then, the core body 10 for a spray wall is manufactured. As the connecting (joining) means, it is possible to use means such as welding, binding, connecting with a connecting ring [for example, C Ringer (trade name)], and bonding.

【0010】図8に示すように、畝部11Aの平らな頂
部の下側に縦鉄筋11aが位置するように畝部11Aを
形成してもよいし、畝部11Aの平らな頂部の上側に横
鉄筋11bが位置するように畝部11Aを形成してもよ
い。吹付壁用芯体10の両側の端部は、例えば、図10
に示すように、メタルラス13の端部の両面に横鉄筋1
1bの端部11b1が接し、横鉄筋11bの端部11b1
の外側に2本の縦鉄筋11aが位置するようにするが、
これ以外の形状でもよい。図8に示す立体化された格子
状鉄筋11の畝部11Aの平らな頂部間の間隔は、隣あ
う縦鉄筋11a間の寸法の3倍になっているが、隣あう
縦鉄筋11a間の寸法の4倍以上にしてもよい。実施例
2の吹付壁用芯体10の使い方は実施例1のものと同じ
であるからその説明を省略する。実施例2の吹付壁用芯
体10のように、多孔の薄いシート状体としてメタルラ
ス13を使うと、メタルラス13が壁のコンクリートを
補強するから、細い縦横鉄筋11a、11bでつくった
格子状鉄筋11を使って、吹付壁用芯体10を製作する
ことができ、また、格子状鉄筋11とメタルラス13と
を溶接、結束、連結輪による連結を使って容易に一体化
することができる。さらに、メタルラス13の一方の側
に付着したモルタルと他方の側に付着したモルタルとは
メタルラス13の孔内に入ったモルタルを介して強固に
一体化される。実施例1及び2では、立体状の格子状鉄
筋の畝部11Aを縦方向に形成したが、畝部11Aを横
方向に形成してもよい。
As shown in FIG. 8, the ridge portion 11A may be formed so that the vertical reinforcing bar 11a is located below the flat top portion of the ridge portion 11A, or on the upper side of the flat top portion of the ridge portion 11A. The ridge portion 11A may be formed so that the horizontal reinforcing bar 11b is located. The ends on both sides of the core 10 for a spray wall are, for example, as shown in FIG.
As shown in, the horizontal rebar 1 is attached to both sides of the end of the metal lath 13.
1b end 11b 1 are in contact, the lateral reinforcing bar 11b ends 11b 1
So that the two vertical rebars 11a are located outside the
Other shapes may be used. The space between the flat tops of the ridges 11A of the three-dimensional lattice-shaped reinforcing bar 11 shown in FIG. 8 is three times the dimension between the adjacent vertical reinforcing bars 11a, but the dimension between the adjacent vertical reinforcing bars 11a is large. 4 times or more. Since the method of using the core 10 for a spray wall of the second embodiment is the same as that of the first embodiment, the description thereof will be omitted. When the metal lath 13 is used as the porous thin sheet-like body like the core 10 for sprayed wall of the second embodiment, the metal lath 13 reinforces the concrete of the wall, so that the lattice-shaped reinforcing bar made of thin vertical and horizontal reinforcing bars 11a and 11b. The core body 10 for blown walls can be manufactured by using 11, and the grid-shaped reinforcing bar 11 and the metal lath 13 can be easily integrated by welding, binding, or connection by a connecting ring. Further, the mortar adhered to one side of the metal lath 13 and the mortar adhered to the other side are firmly integrated via the mortar entering the holes of the metal lath 13. Although the ridge portion 11A of the three-dimensional lattice-shaped reinforcing bar is formed in the vertical direction in the first and second embodiments, the ridge portion 11A may be formed in the horizontal direction.

【0011】[0011]

【発明の作用効果】この発明は、特許請求の範囲の欄に
記載した構成を備えることにより、次の(イ)ないし
(ホ)の作用効果を奏する。 (イ)請求項1記載の吹付壁用芯体は、2枚の立体状鉄
筋の間に多孔の薄いシート状体を挾み、前記立体状鉄筋
と前記シート状体とを適宜の連結手段により連結して製
作されているから、多孔の薄いシート状体の両側面に付
着したモルタルを孔内に入ったモルタルを介して強固に
一体化することができ、また、壁の強度又は厚さは、立
体状鉄筋の鉄筋の太さと間隔とシート状体の強度(シー
ト厚等)又は立体状鉄筋の厚さを変えることにより容易
に調節できるから、所望の強度及び厚さの壁を容易に施
工できる。さらに、従来の吹付壁用芯体のように厚い発
泡樹脂の芯板を使わないから、薄い壁を施工でき、且つ
同じ壁厚のモルタル壁と同等の遮音性能を有する壁を容
易に構築することができる。 (ロ)請求項2記載の吹付壁用芯体は、多孔のシート状
体をメタルラス、ワイヤーラス、パンチングメタル等の
金属製のシート状体で構成したから、鉄筋の太さ、間
隔、金属製のシート状体の強度又は立体状鉄筋の厚さを
変えるだけで、構築する壁の強度又は厚さを容易に調節
でき、所望の強度及び厚さの壁を容易に施工できる。ま
た、立体状鉄筋と多孔のシート状体とを溶接、結束、連
結輪による連結等により容易に一体化することができ
る。 (ハ)請求項3記載の吹付壁用芯体は、多孔のシート状
体を粗目の編織布、多孔の非金属製のシート状体等で構
成したから、鉄筋の太さ、間隔又は立体状鉄筋の厚さを
変えるだけで、構築する壁の強度又は厚さを調節でき、
所望の強度及び厚さの壁を容易に施工できる。また、立
体状鉄筋と多孔のシート状体との連結も容易になる。 (ニ)請求項4記載の吹付壁用芯体の製造法は、立体状
鉄筋の少なくとも一方の側の面の多数の凸部の頂部が略
同じ平面上に位置するように立体状鉄筋を製作し、立体
状鉄筋の凸部の頂部が略同じ平面上にある側を互いに対
面させて、この2枚の立体状鉄筋で多孔のシート状体を
挾み、前記立体状鉄筋と前記シート状体とを適宜の連結
手段により連結して製作するから、立体状鉄筋と多孔の
シート状体とを重ねて連結するという簡単な作業で吹付
壁用芯体を製造でき、吹付壁用芯体を廉価で提供でき
る。 (ホ)請求項5記載のように、立体状鉄筋として、縦方
向又は横方向に延びる多数の適宜形状の畝を形成した立
体状の格子状鉄筋を使うと、多孔のシート状体に密着し
やすい立体状鉄筋を容易に製作でき、立体状鉄筋の厚さ
の調節も容易になり、所望の強度の壁を構築できる吹付
壁用芯体を容易に製作することができる。
The present invention has the following effects (a) to (e) by having the structure described in the claims. (A) In the core body for a spray wall according to claim 1, a porous thin sheet-shaped body is sandwiched between two three-dimensional reinforcing bars, and the three-dimensional reinforcing bars and the sheet-shaped body are connected by an appropriate connecting means. Since they are manufactured by connecting them, the mortar attached to both side surfaces of the porous thin sheet-like body can be firmly integrated through the mortar in the holes, and the wall strength or thickness is , It can be easily adjusted by changing the thickness and spacing of the reinforcing bars of the three-dimensional reinforcing bars and the strength of the sheet (sheet thickness, etc.) or the thickness of the three-dimensional reinforcing bars, so that a wall with the desired strength and thickness can be easily constructed. it can. Further, since a thick foam resin core plate is not used unlike the conventional spray wall core body, it is possible to construct a thin wall and easily construct a wall having the same sound insulation performance as a mortar wall of the same wall thickness. You can (B) In the core body for a spray wall according to claim 2, since the porous sheet-like body is formed of a metal sheet-like body such as a metal lath, wire lath, punching metal, etc. The strength or thickness of the wall to be constructed can be easily adjusted only by changing the strength of the sheet-like body or the thickness of the three-dimensional reinforcing bar, and a wall having a desired strength and thickness can be easily constructed. Further, the three-dimensional reinforcing bar and the porous sheet-like body can be easily integrated by welding, bundling, connection with a connecting ring, or the like. (C) In the core body for a spray wall according to claim 3, since the porous sheet-shaped body is composed of a coarse knitted woven fabric, a porous non-metallic sheet-shaped body, etc. By changing the thickness of the rebar, you can adjust the strength or thickness of the wall to build,
A wall of desired strength and thickness can be easily constructed. Also, the connection between the three-dimensional reinforcing bar and the porous sheet-shaped body becomes easy. (D) In the method for producing a core for a blown wall according to claim 4, the three-dimensional reinforcing bar is manufactured such that the tops of a large number of convex portions on at least one side of the three-dimensional reinforcing bar are located on substantially the same plane. The three-dimensional reinforcing bars and the sheet-shaped body are sandwiched by the two three-dimensional reinforcing bars so that the sides of the convex portions of the three-dimensional reinforcing bars on substantially the same plane face each other. Since it is manufactured by connecting and using the appropriate connecting means, the core for the spray wall can be manufactured by a simple work of stacking and connecting the three-dimensional reinforcing bar and the porous sheet-like body, and the core for the spray wall is inexpensive. Can be provided at. (E) As described in claim 5, when a three-dimensional lattice-shaped reinforcing bar having a large number of appropriately shaped ridges extending in the longitudinal direction or the horizontal direction is used as the three-dimensional reinforcing bar, the three-dimensional reinforcing bar adheres to a porous sheet-like body. An easy three-dimensional reinforcing bar can be easily manufactured, the thickness of the three-dimensional reinforcing bar can be easily adjusted, and a core for a blown wall capable of constructing a wall having a desired strength can be easily manufactured.

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

【図1】実施例1の吹付壁用芯体の一部の斜視図FIG. 1 is a perspective view of a part of a core for a spray wall according to a first embodiment.

【図2】実施例1の立体状の格子状鉄筋の要部の平面図FIG. 2 is a plan view of a main part of a three-dimensional lattice-shaped reinforcing bar of Example 1.

【図3】実施例1の吹付壁用芯体の一部の平面図FIG. 3 is a plan view of a part of the core for a spray wall of Example 1.

【図4】実施例1の吹付壁用芯体の端部の平面図FIG. 4 is a plan view of an end portion of the core for a spray wall of Example 1.

【図5】実施例1の連結用格子鉄筋で端部を接合した吹
付壁用芯体の正面図
FIG. 5 is a front view of a core for a spray wall, the ends of which are joined together by the connecting grid reinforcing bars of the first embodiment.

【図6】実施例1の建造中の建物に取付けた状態の吹付
壁用芯体等の側面図
FIG. 6 is a side view of a core for a spray wall and the like attached to a building under construction according to the first embodiment.

【図7】実施例2の吹付壁用芯体の一部の斜視図FIG. 7 is a perspective view of a part of the core for a spray wall of the second embodiment.

【図8】実施例2の立体状の格子状鉄筋の要部の平面図FIG. 8 is a plan view of a main part of a three-dimensional lattice-shaped reinforcing bar according to the second embodiment.

【図9】実施例2の吹付壁用芯体の一部の平面図FIG. 9 is a plan view of a part of the core for a spraying wall of the second embodiment.

【図10】実施例2の吹付壁用芯体の端部の平面図FIG. 10 is a plan view of an end portion of the core for a spray wall of Example 2.

【符号の説明】[Explanation of symbols]

10 吹付壁用芯体 11 格子状鉄筋 11a 縦鉄筋 11b 横鉄筋 11b1 横鉄筋の端部 11A 畝部 12 粗目の編織布 13 メタルラス 20 建物 21A 下側の梁 21B 上側の梁 22 接合片 22a 突出部 23 連結用格子鉄筋 23a、23b モルタル層 24 外壁 H 階高の寸法 P 畝部の頂部を含む平面10 Core for spray wall 11 Lattice reinforcing bar 11a Vertical reinforcing bar 11b Horizontal reinforcing bar 11b 1 End of horizontal reinforcing bar 11A Ridge part 12 Coarse weaving cloth 13 Metal lath 20 Building 21A Lower beam 21B Upper beam 22 Joining piece 22a Projecting part 23 Connection Lattice Reinforcing Bars 23a, 23b Mortar Layer 24 Outer Wall H Floor Height Dimension P Plane Including Top of Ridge

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】モルタルの吹付による壁の構築に使う吹付
壁用芯体において、2枚の立体状鉄筋の間に多孔の薄い
シート状体が挾まれ、前記立体状鉄筋と前記シート状体
とが適宜の連結手段により連結されていることを特徴と
する吹付壁用芯体。
1. In a core for a spray wall used for constructing a wall by spraying mortar, a thin porous sheet is sandwiched between two three-dimensional reinforcing bars to form the three-dimensional reinforcing bars and the sheet. Are connected by an appropriate connecting means.
【請求項2】多孔のシート状体がメタルラス、ワイヤー
ラス、パンチングメタル等の金属製のシート状体で構成
されていることを特徴とする請求項1記載の吹付壁用芯
体。
2. The core for a spray wall according to claim 1, wherein the porous sheet-like body is formed of a metal sheet-like body such as a metal lath, wire lath, punching metal or the like.
【請求項3】多孔のシート状体が粗目の編織布、多孔の
非金属製のシート状体で構成されていることをことを特
徴とする請求項1記載の吹付壁用芯体。
3. The core for a spray wall according to claim 1, wherein the porous sheet-shaped body is composed of a coarse knitted fabric or a porous non-metal sheet-shaped body.
【請求項4】その少なくとも一方の側の面の多数の凸部
の頂部が略同じ平面上に位置するように立体状鉄筋を製
作し、立体状鉄筋の凸部の頂部が略同じ平面上にある側
を互いに対面させて、2枚の立体状鉄筋で多孔のシート
状体を挾み、前記立体状鉄筋と前記シート状体とを適宜
の連結手段により連結することを特徴とする吹付壁用芯
体の製造法。
4. A three-dimensional reinforcing bar is manufactured so that the tops of a large number of convex portions on at least one side thereof are located on substantially the same plane, and the tops of the convex portions of the three-dimensional reinforcing bar are on substantially the same plane. For a spray wall, characterized in that two side-by-side faces are faced to each other and a porous sheet-like body is sandwiched by two three-dimensional reinforcing bars, and the three-dimensional reinforcing bars and the sheet-shaped body are connected by an appropriate connecting means. Manufacturing method of core.
【請求項5】立体状鉄筋として、縦方向又は横方向に延
びる多数の適宜形状の畝を形成した立体状の格子状鉄筋
を使うことを特徴とする吹付壁用芯体の製造法。
5. A method for producing a core for a blow wall, comprising using as the three-dimensional reinforcing bar a three-dimensional lattice-shaped reinforcing bar having a large number of appropriately shaped ridges extending in the vertical or horizontal direction.
JP04769194A 1994-02-22 1994-02-22 Manufacturing method of core for spray wall Expired - Lifetime JP3472850B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04769194A JP3472850B2 (en) 1994-02-22 1994-02-22 Manufacturing method of core for spray wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04769194A JP3472850B2 (en) 1994-02-22 1994-02-22 Manufacturing method of core for spray wall

Publications (2)

Publication Number Publication Date
JPH07233611A true JPH07233611A (en) 1995-09-05
JP3472850B2 JP3472850B2 (en) 2003-12-02

Family

ID=12782320

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04769194A Expired - Lifetime JP3472850B2 (en) 1994-02-22 1994-02-22 Manufacturing method of core for spray wall

Country Status (1)

Country Link
JP (1) JP3472850B2 (en)

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* Cited by examiner, † Cited by third party
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US9708816B2 (en) 2014-05-30 2017-07-18 Sacks Industrial Corporation Stucco lath and method of manufacture
US9752323B2 (en) 2015-07-29 2017-09-05 Sacks Industrial Corporation Light-weight metal stud and method of manufacture
US9797142B1 (en) 2016-09-09 2017-10-24 Sacks Industrial Corporation Lath device, assembly and method
US10760266B2 (en) 2017-08-14 2020-09-01 Clarkwestern Dietrich Building Systems Llc Varied length metal studs
US11351593B2 (en) 2018-09-14 2022-06-07 Structa Wire Ulc Expanded metal formed using rotary blades and rotary blades to form such

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9708816B2 (en) 2014-05-30 2017-07-18 Sacks Industrial Corporation Stucco lath and method of manufacture
US9752323B2 (en) 2015-07-29 2017-09-05 Sacks Industrial Corporation Light-weight metal stud and method of manufacture
US9797142B1 (en) 2016-09-09 2017-10-24 Sacks Industrial Corporation Lath device, assembly and method
US10760266B2 (en) 2017-08-14 2020-09-01 Clarkwestern Dietrich Building Systems Llc Varied length metal studs
US11351593B2 (en) 2018-09-14 2022-06-07 Structa Wire Ulc Expanded metal formed using rotary blades and rotary blades to form such

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