JPH05163779A - Wall constrictor method by spraying and wall thereof - Google Patents

Wall constrictor method by spraying and wall thereof

Info

Publication number
JPH05163779A
JPH05163779A JP35341691A JP35341691A JPH05163779A JP H05163779 A JPH05163779 A JP H05163779A JP 35341691 A JP35341691 A JP 35341691A JP 35341691 A JP35341691 A JP 35341691A JP H05163779 A JPH05163779 A JP H05163779A
Authority
JP
Japan
Prior art keywords
mesh plate
sides
mortar
wall
spraying
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
JP35341691A
Other languages
Japanese (ja)
Other versions
JP2543796B2 (en
Inventor
Yasuo Miyoshi
康雄 三好
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.)
HOKKAIDO NOUZAI KOGYO KK
HOKKAIDO NOZAI KOGYO CO
Original Assignee
HOKKAIDO NOUZAI KOGYO KK
HOKKAIDO NOZAI KOGYO CO
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 HOKKAIDO NOUZAI KOGYO KK, HOKKAIDO NOZAI KOGYO CO filed Critical HOKKAIDO NOUZAI KOGYO KK
Priority to JP3353416A priority Critical patent/JP2543796B2/en
Publication of JPH05163779A publication Critical patent/JPH05163779A/en
Application granted granted Critical
Publication of JP2543796B2 publication Critical patent/JP2543796B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To construct a wall formed of a ground mesh plate buried in the center of a sprayed mortar or concrete layer in a short period of time and very economically by simple work without requiring so much man-power. CONSTITUTION:A ground mesh plate (a) formed of a lath 3 having both sides with which wire nets 1 and 2 are brought into contact is erected and installed at an opening section 4 of a structure. A mortar or concrete layer (b) having the ground mesh plate (a) buried in the center thereof is formed by spraying the mortar or the concrete to both sides of the ground mesh plate (a) one side by one side or both sides at a time.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は吹付けによる壁構築工法
とその壁に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall construction method by spraying and its wall.

【0002】[0002]

【従来の技術】各種コンクリート構造物の壁、例えば、
外壁,間仕切り壁等は、場所打ちコンクリートやプレキ
ャストコンクリート板等で構築しているのが普通であ
る。
2. Description of the Related Art Walls of various concrete structures, for example,
The outer walls and partition walls are usually constructed of cast-in-place concrete or precast concrete boards.

【0003】[0003]

【発明が解決しようとする課題】場所打ちコンクリート
工法によるときは、型枠の組立て解体等の付帯工事があ
ること、そのために熟練工を必要とすること、工期が長
くなること、そのためにコストが高くなる等の欠点があ
る。
When the cast-in-place concrete method is used, there are incidental works such as assembling and dismantling of the formwork, requiring skilled workers for that purpose, and lengthening the construction period, which increases the cost. There are drawbacks such as

【0004】プレキャストコンクリート板によるとき
は、これを工場生産し、重量物であるそのプレキャスト
コンクリート板を現場に搬送し、かつ、重機を使用して
所定の位置に取り付けなければならない等の欠点があ
る。本発明は、吹付け工法を採用することによって、こ
れら従来の工法の欠点を解消することを目的に提案され
たものである。
[0004] When using the precast concrete board, there are drawbacks such that it must be manufactured at a factory, the heavy precast concrete board must be transported to the site, and it must be mounted at a predetermined position by using a heavy machine. . The present invention has been proposed for the purpose of eliminating the drawbacks of these conventional methods by adopting the spraying method.

【0005】[0005]

【課題を解決するための手段】本発明の吹付けによる壁
構築工法は、次の各工程を内容とする。ラス3の両面に
金網1,2を当接重合して下地メッシュ板aを形成す
る。その下地メッシュ板aを当該構造物の開口部4に起
立設置し、それを、該開口部4を囲繞形成している柱,
梁,床等に植設したアンカー5により係止する。その
後、下地メッシュ板aの両側面に、片側ごとにあるいは
両側同時にモルタルまたはコンクリートを吹き付け、該
下地メッシュ板aを中央に埋設した所要の厚さのモルタ
ルまたはコンクリート層bを形成する。
The wall construction method by spraying according to the present invention includes the following steps. Wire meshes 1 and 2 are contact-polymerized on both sides of the lath 3 to form a base mesh plate a. The base mesh plate a is installed upright in the opening 4 of the structure, and the pillar is formed around the opening 4 and
It is locked by an anchor 5 that is planted on a beam or floor. After that, mortar or concrete is sprayed on both sides of the base mesh plate a one by one side or simultaneously on both sides to form a mortar or concrete layer b having a required thickness in which the base mesh plate a is embedded in the center.

【0006】本発明の吹付けによる壁の構成は次のとお
りである。ラス3の両面に金網1,2を当接重合してな
る下地メッシュ板aが、当該構造物の開口部4にその外
周辺に植設のアンカー5により係止されている。その下
地メッシュ板aが、所要の厚さの吹付けモルタルまたは
コンクリート層bの中央に埋設している。
The structure of the sprayed wall of the present invention is as follows. A base mesh plate a formed by abutting and overlapping the wire nets 1 and 2 on both sides of the lath 3 is locked to the opening 4 of the structure by anchors 5 that are planted around the outside. The base mesh plate a is embedded in the center of the sprayed mortar or concrete layer b having a required thickness.

【0007】[0007]

【作用】本発明の吹付けによる壁構築工法によれば、ラ
スの両面に金網を当接重合してなる下地メッシュ板を当
該構造物の開口部に起立設置してアンカーにより係止し
た後、その下地メッシュ板aの両側面にモルタルまたは
コンクリートを吹き付けることによって、下地メッシュ
板が吹付けモルタルまたはコンクリート層の中央に埋設
してなる本発明壁を、従来のように人手をあまり要する
ことなく、簡単な作業によって、短期間に、したがって
きわめて経済的に構築できる。
According to the wall construction method by spraying of the present invention, after the ground mesh plate formed by abutting and overlapping the wire mesh on both sides of the lath is erected at the opening of the structure and locked by the anchor, By spraying mortar or concrete on both sides of the ground mesh plate a, the wall of the present invention in which the ground mesh plate is buried in the center of the sprayed mortar or concrete layer, without requiring much human labor as in the conventional case, Simple work can be built in a short period of time and therefore very economically.

【0008】[0008]

【実施例】以下図示の実施例について説明する。1,2
は、縦筋と横筋とで例えば一辺100mmの網目を形成し
てなる外郭が方形の金網、3は、メタルラス,ワイヤラ
ス等であって、金網1,2の網目より小さい網目を有す
る同じく外郭が方形のラスである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments shown in the drawings will be described below. 1,2
Is a metal mesh having a rectangular outer shell formed by vertical and horizontal stripes, for example, 100 mm on a side, and 3 is a metal lath, wire lath, etc. This is Russ.

【0009】これらは、金網1と2の間にラス3を挟持
した状態、換言すると、ラス3の両面に金網1,2を当
接重合した状態にセットされ、下地メッシュ板aを形成
するものである。
These are set in a state in which the lath 3 is sandwiched between the metal nets 1 and 2, in other words, in a state in which the metal nets 1 and 2 are contact-polymerized on both sides of the lath 3 to form the ground mesh plate a. Is.

【0010】この下地メッシュ板aは、工場生産してお
き、建築現場に搬入使用するようにしても、あるいは、
金網1,2とラス3を各別に建築現場に搬入し、各々を
当該コンクリート構造物の開口部に立て込みながら下地
メッシュ板aとして組み立てるようにしてもよい。
This ground mesh plate a may be manufactured in a factory and then carried into a construction site for use, or
Alternatively, the wire nets 1 and 2 and the lath 3 may be individually carried into a construction site, and each of them may be assembled as a base mesh plate a while standing in the opening of the concrete structure.

【0011】図1は、コンクリート構造物の開口部4に
下地メッシュ板aを起立設置した状態を示し、5は、開
口部4を囲繞形成している柱,梁,床等に植設したアン
カーで、このアンカー5の先端部で下地メッシュ板aの
外周部分を係止することによって、その下地メッシュ板
aを開口部4にしっかりと固定しているものである。
FIG. 1 shows a state in which a base mesh plate a is erected in an opening 4 of a concrete structure, and 5 is an anchor planted on a pillar, a beam, a floor or the like surrounding the opening 4. By locking the outer peripheral portion of the base mesh plate a with the tip of the anchor 5, the base mesh plate a is firmly fixed to the opening 4.

【0012】図2は、建築現場に個別に搬入した金網
1,2とラス3を、開口部4に立て込む状況を説明する
ためのもので、金網1の外周辺の網目にアンカー5の先
端部6を通し、その金網1にラス3を介して金網2を重
合し、その金網2の外周辺の網目に上記先端部6を通
し、該先端部6を金槌等適宜の工具を使用して折曲する
(図3参照)ことにより、下地メッシュ板aを開口部4
にセット固定する。
FIG. 2 is for explaining the situation in which the wire nets 1 and 2 and the lath 3 individually carried into the construction site are set up in the opening 4, and the tip of the anchor 5 is located in the mesh around the outside of the wire mesh 1. The wire mesh 2 is superposed on the wire mesh 1 through the lath 3 through the portion 6, and the tip portion 6 is passed through the mesh around the wire mesh 2 and the tip portion 6 is used with an appropriate tool such as a hammer. By bending (see FIG. 3), the base mesh plate a is opened 4
Fixed to the set.

【0013】その後、上記下地メッシュ板aの両側面
に、片側ごとにあるいは両側同時にモルタルまたはコン
クリートを吹き付け、所要の厚さのモルタルまたはコン
クリート層bを形成する。これによって、中央に下地メ
ッシュ板aを埋設した所期の壁Aが構築されるものであ
る。
Thereafter, mortar or concrete is sprayed onto both side surfaces of the base mesh plate a one by one or simultaneously on both sides to form a mortar or concrete layer b having a required thickness. As a result, the intended wall A having the underlying mesh plate a embedded therein is constructed.

【0014】[0014]

【発明の効果】以上述べたところから明らかなように、
本発明によれば次の効果を奏する。ラスの両面に金網を
当接重合してなる下地メッシュ板を当該構造物の開口部
に起立設置してアンカーにより係止した後、その下地メ
ッシュ板の両側面にモルタルまたはコンクリートを吹き
付けることによって、下地メッシュ板が吹付けモルタル
またはコンクリート層の中央に埋設してなる耐久力のあ
る本発明壁を簡単に構築できる。
As is clear from the above description,
The present invention has the following effects. After the ground mesh plate formed by contact polymerization of the wire mesh on both sides of the lath is erected at the opening of the structure and locked by the anchor, by spraying mortar or concrete on both sides of the ground mesh plate, The durable wall of the present invention in which the ground mesh plate is embedded in the center of the spray mortar or concrete layer can be easily constructed.

【0015】従来の場所打ちコンクリート工法によると
きとは相違して、型枠の組立て解体等の付帯工事を必要
としないから、熟練工が不要であり、かつ少人数で短期
間に所望の壁を構築できるので、コストも安く経済的で
ある。また、従来のプレキャストコンクリート板による
ときとは相違して、重量物の現場搬送とか、取付け等の
不利がない。
Unlike the conventional cast-in-place concrete construction method, no additional work such as assembling and dismantling of the formwork is required, so that no skilled worker is required and a small number of people can construct a desired wall in a short time. Because it is possible, the cost is low and it is economical. Further, unlike the case where the conventional precast concrete board is used, there is no disadvantage such as on-site transportation of heavy objects and mounting.

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

【図1】建造物の開口部に下地メッシュ板を起立設置し
た状態の正面図である。
FIG. 1 is a front view showing a state in which a base mesh plate is installed upright in an opening of a building.

【図2】建造物の開口部において下地メッシュ板を組立
て起立している状態の側面図である。
FIG. 2 is a side view showing a state in which a base mesh plate is assembled and erected in an opening of a building.

【図3】構築した本発明に係る吹付けによる壁の要部の
縦断面図である。
FIG. 3 is a vertical cross-sectional view of a main portion of the constructed wall by spraying according to the present invention.

【符号の説明】[Explanation of symbols]

A 本発明に係る吹付けによる壁 a 下地メッシュ板 b モルタルまたはコンクリート層 1 金網 2 金網 3 ラス 4 開口部 5 アンカー 6 先端部 A Wall by spraying according to the present invention a Base mesh plate b Mortar or concrete layer 1 Wire netting 2 Wire netting 3 Las 4 Opening 5 Anchor 6 Tip

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】ラスの両面に金網を当接重合して下地メッ
シュ板を形成すること、その下地メッシュ板を構造物の
開口部に起立設置し、それを、該開口部を囲繞形成して
いる柱,梁,床等に植設したアンカーにより係止するこ
と、その後、下地メッシュ板の両側面に、片側ごとにあ
るいは両側同時にモルタルまたはコンクリートを吹き付
け、該下地メッシュ板を中央に埋設した所要の厚さのモ
ルタルまたはコンクリート層を形成することを特徴とす
る吹付けによる壁構築工法。
1. A metal mesh is contact-polymerized on both sides of a lath to form a base mesh plate, the base mesh plate is erected at an opening of a structure, and the opening is surrounded by the opening. Locking with anchors that are planted on pillars, beams, floors, etc., and then spraying mortar or concrete on both sides of the foundation mesh plate on one side or simultaneously on both sides, and embedding the foundation mesh plate in the center. A wall construction method by spraying, characterized by forming a mortar or concrete layer of the same thickness.
【請求項2】ラスの両面に金網を当接重合してなる下地
メッシュ板が、当該構造物の開口部にその外周辺に植設
のアンカーにより係止されているとともに、所要の厚さ
の吹付けモルタルまたはコンクリート層の中央に埋設し
てなることを特徴とする吹付けによる壁。
2. A base mesh plate formed by abutting and overlapping a wire mesh on both sides of a lath is fixed to an opening of the structure by anchors that are planted around the outside of the structure and has a required thickness. Sprayed mortar or a wall made by spraying that is embedded in the center of a concrete layer.
JP3353416A 1991-12-16 1991-12-16 Wall construction method by spraying Expired - Fee Related JP2543796B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3353416A JP2543796B2 (en) 1991-12-16 1991-12-16 Wall construction method by spraying

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3353416A JP2543796B2 (en) 1991-12-16 1991-12-16 Wall construction method by spraying

Publications (2)

Publication Number Publication Date
JPH05163779A true JPH05163779A (en) 1993-06-29
JP2543796B2 JP2543796B2 (en) 1996-10-16

Family

ID=18430694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3353416A Expired - Fee Related JP2543796B2 (en) 1991-12-16 1991-12-16 Wall construction method by spraying

Country Status (1)

Country Link
JP (1) JP2543796B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3153888B2 (en) * 1996-05-21 2001-04-09 鹿島建設株式会社 Double-sided spray wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54111310U (en) * 1978-01-24 1979-08-04
JPS6198842A (en) * 1984-10-22 1986-05-17 株式会社東芝 Construction of temporary opening of building wall and embedding closing method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54111310U (en) * 1978-01-24 1979-08-04
JPS6198842A (en) * 1984-10-22 1986-05-17 株式会社東芝 Construction of temporary opening of building wall and embedding closing method thereof

Also Published As

Publication number Publication date
JP2543796B2 (en) 1996-10-16

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