JPH06173445A - Separator for construction works and method for using separator - Google Patents

Separator for construction works and method for using separator

Info

Publication number
JPH06173445A
JPH06173445A JP4352607A JP35260792A JPH06173445A JP H06173445 A JPH06173445 A JP H06173445A JP 4352607 A JP4352607 A JP 4352607A JP 35260792 A JP35260792 A JP 35260792A JP H06173445 A JPH06173445 A JP H06173445A
Authority
JP
Japan
Prior art keywords
formwork
locking piece
concrete
insulating material
mold
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
Application number
JP4352607A
Other languages
Japanese (ja)
Inventor
Tadaharu Saruta
忠治 猿田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP4352607A priority Critical patent/JPH06173445A/en
Publication of JPH06173445A publication Critical patent/JPH06173445A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G2017/0646Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal

Abstract

PURPOSE:To enhance the working effectiveness by providing a band-shaped mild steel plate with parts mating with an outer form, heat insulating material, concrete, inner form, and exterior material mounting frame, and forming an upward facing and a downward facing detent piece in each of these parts. CONSTITUTION:A band-shaped mild steel plate transversely stretching to the left and right in a plane is equipped with parts which are mating with an outer form 2, a heat insulating material 3 positioned inside of the outer form 2, concrete 4, inner form 5, and an exterior material mounting frame 6. An upward facing and a downward facing detent piece are formed in each of these parts. The undermost positioned ones of the outer and inner forms are connected in the longitudinal direction, and the insulating material 3 is put alongside the inner surface of the outer form 2, and a separator 1 for construction works is set over the oversurfaces of the forms 2, 5. Further the downward facing detent pieces are detained with the upper edges of the forms 2, 5 and heat insulating material 3 and secured. The upward facing detent pieces of the separator 1 are detained and coupled with the over-part.

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、建築工事用セパレータ
とその建築工事用セパレータの使用方法に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction work separator and a method of using the construction work separator.

【0002】[0002]

【従来の技術】従来、この種のものにあっては、下記の
ようなものになっている。断熱材を外方の型枠に取付け
る場合、当該断熱材を釘で止めたり、公知のセパレータ
にネジを切っておき、このネジを利用して断熱材を挟む
ものを取付け、これにより当該断熱材を固定していた。
2. Description of the Related Art Heretofore, in this type, the following has been done. When attaching the heat insulating material to the outer formwork, the heat insulating material is fixed with nails or screws are cut on a known separator, and the thing which sandwiches the heat insulating material using this screw is attached. Was fixed.

【0003】[0003]

【発明が解決しようとする課題】従来の技術で述べたも
のにあっては、下記のような問題点を有していた。断熱
材の固定に手間がかかり、コストが高くなると共に、施
工精度にも問題があった。本願は、従来の技術の有する
このような問題点に鑑みなされたものであり、その目的
とするところは、上述の問題を解決できるものを提供し
ようとするものである。
The problems described in the prior art have the following problems. It takes time and effort to fix the heat insulating material, the cost becomes high, and there is a problem in construction accuracy. The present application has been made in view of such problems of the conventional technology, and an object of the present application is to provide a device capable of solving the above problems.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明は下記のようになるものである。すなわち第
1発明のものは、平面左右に横長の帯状鉄板1Aにおけ
る左方部分に当該帯状鉄板の左右方向と直交方向をもっ
て外方の型枠2に上面から対応するよう形成された外方
の型枠対応部1Bと、外方の型枠対応部1Bの内方側に
隣接して形成された断熱材の厚さ3Aに上面から対応す
る断熱材の厚さ対応部1Cと、断熱材の厚さ対応部1C
の内方側に隣接して形成されたコンクリートの厚さ4A
に上面から対応するコンクリートの厚さ対応部1Dと、
コンクリートの厚さ対応部1Dの内方側に隣接して形成
された内方の型枠の厚さ5Aに上面から対応する内方の
型枠対応部1Eと、外方の型枠対応部1Bの外方側に隣
接して形成された外方延長部1Fと、内方の型枠対応部
1Eの内方側に隣接して形成された内方延長部1Gとか
ら構成されたものを前提とするものである。
In order to achieve the above object, the present invention is as follows. That is, the first invention is an outer mold formed on the left part of the horizontally elongated strip-shaped iron plate 1A so as to correspond to the outer form frame 2 from the upper surface in a direction orthogonal to the left-right direction of the strip-shaped iron plate. The frame-corresponding portion 1B, the heat-insulating material-thickness-corresponding portion 1C corresponding to the thickness 3A of the heat-insulating material formed adjacent to the inner side of the outer mold-corresponding portion 1B from the upper surface, and the thickness of the heat-insulating material. Corresponding part 1C
4A of concrete formed adjacent to the inner side of the
The concrete thickness corresponding portion 1D corresponding to from the top,
An inner mold frame corresponding portion 1E corresponding to the thickness 5A of the inner mold frame formed adjacent to the inner side of the concrete thickness corresponding portion 1D from the upper surface, and an outer mold frame corresponding portion 1B. It is assumed that the outer extension 1F is formed adjacent to the outer side of the inner side and the inner extension 1G is formed adjacent to the inner side of the inner mold frame corresponding portion 1E. It is what

【0005】そこで、外方の型枠対応部1Bの外方縁部
分に構成した外方の型枠用上向き係止片1I1、および
外方の型枠用下向き係止片1I2と、外方の型枠対応部
1Bの外方縁部分に構成した外方の型枠用上向き係止片
1J1、および外方の型枠用下向き係止片1J2と、コ
ンクリートの厚さ対応部1Dの外方縁部分に構成したコ
ンクリート用上向き係止片1K1、およびコンクリート
用下向き係止片1K2と、内方の型枠対応部1Eの外方
縁部分に構成した内方の型枠用上向き係止片1L1、お
よび内方の型枠用下向き係止片1L2と、内方の型枠対
応部1Eの内方縁部分に構成した内方の型枠用上向き係
止片1M1、および内方の型枠用下向き係止片1M2
と、コンクリートの厚さ対応部1Dのほぼ中央部に構成
したコンクリート埋め込み用上向き係止片1N1、およ
びコンクリート埋め込み用下向き係止片で1N2と、外
方延長部1Fに左右方向をもって開設されたウェッジ用
受穴1O1と、内方延長部1Gに左右方向をもって開設
されたウェッジ用受穴1O2と、横桟の幅対応部1Hに
左右方向をもって開設されたウェッジ用受穴1Pとから
構成されている建築工事用セパレータである。
Therefore, the outer formwork upward locking piece 1I1 and the outer formwork downward locking piece 1I2 formed on the outer edge portion of the outer formwork corresponding portion 1B and the outer formwork downward locking piece 1I2. Outer formwork upward locking piece 1J1 and outer formwork downward locking piece 1J2 formed on the outer edge portion of the formwork corresponding portion 1B, and the outer edge of the concrete thickness correspondence portion 1D. An upward locking piece 1K1 for concrete and a downward locking piece 1K2 for concrete, which are configured in parts, and an upward locking piece 1L1 for an inner mold frame, which is configured at an outer edge portion of the inner mold frame corresponding portion 1E, And an inner mold downward locking piece 1L2, an inner mold upward locking piece 1M1 formed at an inner edge portion of the inner mold frame corresponding portion 1E, and an inner downward mold shape Locking piece 1M2
And an upward locking piece 1N1 for embedding concrete and a downward locking piece 1N2 for embedding concrete, which are formed almost at the center of the concrete thickness corresponding portion 1D, and a wedge opened laterally in the outer extension 1F. Receiving hole 1O1, a wedge receiving hole 1O2 opened in the inner extension 1G in the left-right direction, and a wedge receiving hole 1P opened in the width corresponding portion 1H of the cross rail in the left-right direction. It is a construction separator.

【0006】また、第2発明は、下記の各工程からなる
建築工事用セパレータの使用方法である。 第1工程〜外方の型枠2と内方の型枠5のそれぞれ最下
端に位置するものを長手方向に連設した後、外方の型枠
の内方面に外断熱用の断熱材3を添設し、請求項1記載
の建築工事用セパレータを外方の型枠2と内方の型枠5
の上面に掛け渡し、各下向き係止片を外方の型枠、内方
の型枠、断熱材の上辺に係止すると共に、ウェッジ用受
穴にウェッジを差し込み各型枠を外方から固定するこ
と。 第2工程〜第1工程を経た各外方の型枠2と内方の型枠
5と断熱材3の上面に位置すべき各外方の型枠2と内方
の型枠5と断熱材3の下辺に請求項1記載の建築工事用
セパレータにおける各上向き係止片を係止しながら上方
に連結すること。 第3工程〜以上の作業を繰り返しながら外方の型枠2と
内方の型枠5と断熱材3を所望する段数起立連設した
後、コンクリートを打設すること。 第4工程〜コンクリートの養生後、外方の型枠2と内方
の型枠5を除去し、内方延長部1Gを上方あるいは下方
に折り曲げること。
A second aspect of the present invention is a method of using a construction work separator comprising the following steps. From the first step to the outer formwork 2 and the inner formwork 5, which are located at the lowermost ends, respectively, are continuously provided in the longitudinal direction, and then the heat insulating material 3 for external heat insulation is provided on the inner face of the outer formwork. And a separator for construction work according to claim 1 attached to the outer formwork 2 and the inner formwork 5
It is hung on the upper surface of each, and each downward locking piece is locked to the outer mold, the inner mold, the upper side of the heat insulating material, and the wedge is inserted into the wedge receiving hole to fix each mold from the outside. To do. Outer molds 2, inner molds 5, and outer molds 2 and inner molds 5 and heat insulators that should be located on the upper surface of the outer molds 2, inner molds 5, and heat insulators 3 that have undergone the second to first processes The upper engaging pieces of the building construction separator according to claim 1 are engaged with the lower side of the upper part of the upper part of the drawing 3, and are connected upward. Repeating the above-described operations from the third step, the outer formwork 2, the inner formwork 5, and the heat insulating material 3 are erected continuously in a desired number of stages, and then concrete is poured. Fourth Step-After curing the concrete, remove the outer mold 2 and the inner mold 5 and bend the inner extension 1G upward or downward.

【0007】さらに、第3発明のものは、上記第2発明
の工程に加えて下記の各工程を加えた建築工事用セパレ
ータの使用方法である。 第1工程〜断熱材3の外面に突出している請求項1記載
の建築工事用セパレータにおける外方の型枠対応部1B
を上下から挟む状態で上下の横桟7を張設し、この横桟
7をウェッジ用受穴1Pに差し込んだウェッジ1P1で
外方の型枠用上向き係止片1J1と外方の型枠用下向き
係止片1J2に圧着固定した後、縦桟8を取付け、外装
材取付用枠6の取付けをすること。 第2工程〜外方延長部1Fを上方あるいは下方に折り曲
げ、外方から断熱材9を塗ること。 第3工程〜外装材取付用枠6の外面に外装材を張設する
こと。
Further, the third invention is a method of using a separator for construction work, which includes the following steps in addition to the steps of the second invention. From the first step to the outer surface of the heat insulating material 3, the outer mold-corresponding portion 1B of the building construction separator according to claim 1 protruding.
The upper and lower horizontal rails 7 are stretched in a state of being sandwiched between the upper and lower sides, and the horizontal rails 7 are inserted into the wedge receiving holes 1P with the wedge 1P1 for the outer formwork. After crimping and fixing to the downward locking piece 1J2, attach the vertical rail 8 and attach the exterior material attachment frame 6. Second step-Bending the outward extension 1F upward or downward and applying the heat insulating material 9 from the outside. Third step-extending an exterior material to the outer surface of the exterior material mounting frame 6.

【0008】[0008]

【実施例】実施例について図面を参照して説明する。1
は第1発明としての建築工事用セパレータである。2は
外方の型枠、3は外方の型枠の内側に設置された外断熱
用の断熱材、4は打設されたコンクリート、5は内方の
型枠、6は横桟7と縦桟8とからなる外装材取付用枠で
ある。2Aは外方の型枠の厚さ、3Aは断熱材の厚さ、
4Aはコンクリートの厚さ、5Aは内方の型枠の厚さ、
7Aは横桟の幅をそれぞれ示す。
EXAMPLES Examples will be described with reference to the drawings. 1
Is a separator for construction work as the first invention. 2 is an outer formwork, 3 is a heat insulating material for external heat insulation installed inside the outer formwork, 4 is cast concrete, 5 is an inner formwork, and 6 is a horizontal rail 7. A frame for mounting an exterior material, which is composed of a vertical rail 8. 2A is the thickness of the outer mold, 3A is the thickness of the heat insulating material,
4A is the thickness of concrete, 5A is the thickness of the inner mold,
7A indicates the width of the cross rail.

【0009】外方の型枠2と内方の型枠5は公知のコン
パネなどの板2B,5B、この板の外方面外周に添着し
たアングル材2C,5Cとから構成されている。アング
ル材2C,5Cには所定位置に連結用小穴2C1,5C
1が開設され、当該型枠2,5の縦横の連結はこの連結
用小穴を利用して型枠緊締具2D,5Dで連結されてい
る。
The outer mold 2 and the inner mold 5 are composed of plates 2B and 5B such as well-known control panels, and angle members 2C and 5C attached to the outer periphery of these plates. Small holes 2C1 and 5C for connection are provided at predetermined positions on the angle members 2C and 5C.
1 is opened, and the vertical and horizontal connections of the molds 2 and 5 are connected by the mold tightening tools 2D and 5D using the connection small holes.

【0010】そこで、建築工事用セパレータ1の詳細を
説明する。1Aは平面左右に横長の帯状鉄板である。1
Bは帯状鉄板1Aにおける左方部分に当該帯状鉄板の左
右方向と直交方向をもって外方の型枠2に上面から対応
するよう形成された外方の型枠対応部である。1Cは外
方の型枠対応部1Bの内方側に隣接して形成された断熱
材の厚さ3Aに上面から対応する断熱材の厚さ対応部で
ある。
The details of the construction work separator 1 will be described. 1A is a strip-shaped iron plate that is horizontally long on the left and right sides of the plane. 1
Reference numeral B denotes an outer form-corresponding portion formed on the left side portion of the strip-shaped iron plate 1A so as to correspond to the outer form frame 2 in a direction orthogonal to the left-right direction of the strip-shaped iron plate from above. Reference numeral 1C denotes a heat insulating material thickness corresponding portion which corresponds to the heat insulating material thickness 3A formed adjacent to the inner side of the outer mold frame corresponding portion 1B from the upper surface.

【0011】1Dは断熱材の厚さ対応部1Cの内方側に
隣接して形成されたコンクリートの厚さ4Aに上面から
対応するコンクリートの厚さ対応部である。1Eはコン
クリートの厚さ対応部1Dの内方側に隣接して形成され
た内方の型枠の厚さ5Aに上面から対応する内方の型枠
対応部である。1Fは外方の型枠対応部1Bの外方側に
隣接して形成された外方延長部である。1Gは内方の型
枠対応部1Eの内方側に隣接して形成された内方延長部
である。
Reference numeral 1D denotes a concrete thickness corresponding portion which corresponds to the concrete thickness 4A formed adjacent to the inside of the heat insulating material thickness corresponding portion 1C from the upper surface. Reference numeral 1E denotes an inner formwork corresponding portion corresponding to the thickness 5A of the inner formwork formed adjacent to the inner side of the concrete thickness corresponding portion 1D from the upper surface. 1F is an outer extension portion formed adjacent to the outer side of the outer mold frame corresponding portion 1B. 1G is an inward extension formed adjacent to the inward side of the inward mold-corresponding portion 1E.

【0012】1Hは外方の型枠対応部1B内の内方側に
形成された横桟の幅対応部である。1I1は外方の型枠
対応部1Bの外方縁部分に外方に向け刻設したコ字状の
切込片を折立て構成した外方の型枠用上向き係止片であ
る。1I2は外方の型枠対応部1Bの外方縁部分に外方
に向け刻設したコ字状の切込片を折下げ構成した外方の
型枠用下向き係止片である。
Reference numeral 1H is a width-corresponding portion of a horizontal rail formed on the inner side of the outer mold-frame corresponding portion 1B. Reference numeral 1I1 is an upward locking piece for the outer mold frame, which is formed by folding up a U-shaped cut piece carved outward at the outer edge portion of the outer mold frame corresponding portion 1B. Reference numeral 1I2 is a downward locking piece for the outer mold, which is formed by folding down a U-shaped cut piece engraved outward on the outer edge portion of the outer mold-corresponding portion 1B.

【0013】1J1は外方の型枠対応部1Bの内方縁部
分に内方に向けコ字状に刻設したコ字状の切込片を折立
て構成した外方の型枠用上向き係止片である。1J2は
外方の型枠対応部1Bの内方縁部分に内方に向け刻設し
たコ字状の切込片を折下げ構成した外方の型枠用下向き
係止片である。なお、この外方の型枠用上向き係止片1
J1と外方の型枠用下向き係止片1J2は、外方の型枠
と断熱材との間に位置することになる。
Reference numeral 1J1 is an outer mold upward facing member for folding an outer formwork corresponding portion 1B in which a U-shaped cut piece carved inward in a U-shape is folded up at the inner edge portion of the outer formwork corresponding portion 1B. It is a stop. Reference numeral 1J2 is a downward locking piece for the outer mold, which is formed by folding down a U-shaped cut piece carved inward at the inner edge portion of the outer mold-corresponding portion 1B. It should be noted that this outward locking piece 1 for the formwork
J1 and the outer mold downward locking piece 1J2 are located between the outer mold and the heat insulating material.

【0014】1K1はコンクリートの厚さ対応部1Dの
外方縁部分に外方に向けコ字状に刻設した切込片を折立
て構成したコンクリート用上向き係止片である。1K2
はコンクリートの厚さ対応部1Dの外方縁部分に外方に
向けコ字状に刻設した切込片を折下げ構成したコンクリ
ート用下向き係止片である。なお、このコンクリート用
上向き係止片1K1とコンクリート用下向き係止片1K
2は断熱材とコンクリートとの間に位置することにな
る。
Reference numeral 1K1 is an upward engaging piece for concrete in which a notch piece which is engraved in a U-shape toward the outside is folded up at the outer edge portion of the concrete thickness corresponding portion 1D. 1K2
Is a downward engaging piece for concrete in which a notch piece carved in a U-shape toward the outside is folded down at the outer edge portion of the thickness corresponding portion 1D of concrete. The upward locking piece 1K1 for concrete and the downward locking piece 1K for concrete
2 will be located between the insulation and the concrete.

【0015】1L1は内方の型枠対応部1Eの外方縁部
分に外方に向け刻設したコ字状の切込片を折立て構成し
た内方の型枠用上向き係止片である。1L2は内方の型
枠対応部1Eの外方縁部分に外方に向け刻設したコ字状
の切込片を折下げ構成した内方の型枠用下向き係止片で
ある。なお、この内方の型枠用上向き係止片1L1と外
方の型枠用下向き係止片1L2はコンクリート4と内方
の型枠5との間に位置することになる。
Reference numeral 1L1 is an upward locking piece for the inner mold frame, which is formed by folding up a U-shaped cut piece engraved outward on the outer edge portion of the inner mold frame corresponding portion 1E. . Reference numeral 1L2 is an inner downward locking piece for a mold, which is formed by folding down a U-shaped cut piece carved outward at the outer edge portion of the inner mold corresponding portion 1E. In addition, the inner mold upward locking piece 1L1 and the outer mold downward locking piece 1L2 are located between the concrete 4 and the inner mold 5.

【0016】1M1は内方の型枠対応部1Eの内方縁部
分に内方に向け刻設したコ字状の切込片を折立て構成し
た内方の型枠用上向き係止片である。1M2は内方の型
枠対応部1Eの内方縁部分に内方に向け刻設したコ字状
の切込片を折下げ構成した内方の型枠用下向き係止片で
ある。なお、この内方の型枠用上向き係止片1M1と内
方の型枠用下向き係止片1M2は内方の型枠の内方縁に
位置することになる。
Reference numeral 1M1 is an upward locking piece for the inner mold, which is formed by folding up a U-shaped cut piece carved inward at the inner edge of the inner mold-corresponding portion 1E. . Reference numeral 1M2 denotes an inner downward locking piece for a mold, which is formed by folding down a U-shaped cut piece carved inward at an inner edge portion of the inner mold corresponding portion 1E. The inner mold upward locking piece 1M1 and the inner mold downward locking piece 1M2 are located at the inner edge of the inner mold.

【0017】1N1はコンクリートの厚さ対応部1Dの
ほぼ中央部に内方に向けコ字状に刻設したコ字状の切込
片を折立て構成したコンクリート埋め込み用上向き係止
片である。1N2はコンクリートの厚さ対応部1Dのほ
ぼ中央部に内方に向けコ字状に刻設したコ字状の切込片
を折下げ構成したコンクリート埋め込み用下向き係止片
である。
Reference numeral 1N1 is an upward engaging piece for embedding concrete in which a U-shaped cut piece carved inward in a U-shape is formed at a substantially central portion of the concrete thickness corresponding portion 1D so as to be folded up. Reference numeral 1N2 is a downward engaging piece for embedding concrete in which a U-shaped cut piece carved inward in a U-shape is formed at a substantially central portion of the concrete thickness corresponding portion 1D.

【0018】1O1は外方延長部1Fに左右方向をもっ
て開設された2条のウェッジ用受穴である。1O2は内
方延長部1Gに左右方向をもって開設された2条のウェ
ッジ用受穴である。1Pは横桟の幅対応部1Hに左右方
向をもって開設された1条のウェッジ用受穴である。
Reference numeral 1O1 designates two wedge receiving holes formed in the outer extension 1F in the left-right direction. Reference numeral 1O2 denotes two wedge receiving holes formed in the inward extension 1G in the left-right direction. Reference numeral 1P denotes a single wedge receiving hole that is opened in the width-corresponding portion 1H of the horizontal rail in the left-right direction.

【0019】第2発明としての建築工事用セパレータの
使用方法は、図3を参照して下記の通りである。(型枠
の形成とコンクリートの打設などについて) 第1工程 外方の型枠2と内方の型枠5のそれぞれ最下端に位置す
るものを長手方向に連設した後、外方の型枠の内方面に
外断熱用の断熱材3を添設し、建築工事用セパレータ1
を外方の型枠2と内方の型枠5の上面に掛け渡し、各下
向き係止片を外方の型枠、内方の型枠、断熱材の上辺に
係止すると共に、ウェッジ用受穴1O1,1O2にウェ
ッジ1O11,1O21を差し込み各型枠を外方から固
定する。 第2工程 第1工程を経た各外方の型枠2と内方の型枠5と断熱材
3の上面に位置すべき各外方の型枠2と内方の型枠5と
断熱材3の下辺に建築工事用セパレータ1における各上
向き係止片を係止しながら上方に連結する。
The method of using the construction work separator as the second invention is as follows with reference to FIG. (Regarding Forming Form and Placing Concrete) First Step Outer form 2 and inner form 5 located at the lowermost ends are connected in the longitudinal direction, and then the outer form A heat insulating material 3 for external heat insulation is attached to the inner surface of the frame, and a separator 1 for construction work is provided.
Are hung on the upper surfaces of the outer mold 2 and the inner mold 5, and the downward locking pieces are locked to the outer mold, the inner mold, and the upper side of the heat insulating material, and for the wedge. Wedges 1O11 and 1O21 are inserted into the receiving holes 1O1 and 1O2 to fix each form from the outside. Second step Each outer formwork 2, inner formwork 5, and each outer formwork 2 and inner formwork 5 and heat insulation material 3 that should be located on the upper surface of each outer formwork 2, inner formwork 5, and heat insulation material 3 that have undergone the first step The upward engaging pieces of the building construction separator 1 are engaged with the lower side of the lower part while being connected upward.

【0020】第3工程 以上の作業を繰り返しながら外方の型枠2と内方の型枠
5と断熱材3を所望する段数起立連設した後、コンクリ
ートを打設する。 第4工程 コンクリートの養生後、外方の型枠2と内方の型枠5を
除去し、内方延長部1Gを上方あるいは下方に折り曲げ
る。
Third Step While repeating the above work, the outer mold 2, the inner mold 5, and the heat insulating material 3 are erected continuously in a desired number of steps, and then concrete is poured. Fourth Step: After curing the concrete, the outer mold 2 and the inner mold 5 are removed, and the inner extension 1G is bent upward or downward.

【0021】第3発明としての建築工事用セパレータの
使用方法は下記の通りである。(外装の施工について) 第1工程 断熱材3の外面に突出している建築工事用セパレータに
おける外方の型枠対応部1Bを上下から挟む状態で上下
の横桟7を張設し、この横桟7をウェッジ用受穴1Pに
差し込んだウェッジ1P1で外方の型枠用上向き係止片
1J1と外方の型枠用下向き係止片1J2に圧着固定し
た後、縦桟8を取付け、外装材取付用枠6の取付けをす
る。 第2工程 外方延長部1Fを上方あるいは下方に折り曲げ、外方か
ら断熱材9を塗る。 第3工程 外装材取付用枠6の外面に外装材(図示略)を張設す
る。
The method of using the separator for construction work as the third invention is as follows. (Concerning exterior construction) First step The upper and lower horizontal rails 7 are stretched while sandwiching the outer mold-corresponding portion 1B of the separator for construction work projecting on the outer surface of the heat insulating material 3 from above and below. 7 is inserted into the wedge receiving hole 1P with a wedge 1P1 and is crimped and fixed to the outer formwork upward locking piece 1J1 and the outer formwork downward locking piece 1J2. Attach the mounting frame 6. Second step: The outer extension 1F is bent upward or downward, and the heat insulating material 9 is applied from the outside. Third Step An exterior material (not shown) is stretched on the outer surface of the exterior material mounting frame 6.

【0022】作用について効果と共に説明する。The operation will be described together with the effects.

【0023】[0023]

【発明の効果】本発明は、上述の通り構成されているの
で次に記載する効果を奏する。 1.外断熱の施工を容易、かつ確実に行うことができ
る。 2.通気層の形成を容易、かつ確実に行うことができ
る。
Since the present invention is configured as described above, it has the following effects. 1. The outer insulation can be installed easily and surely. 2. The ventilation layer can be formed easily and surely.

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

【図1】建築工事用セパレータの外方の型枠、断熱材、
コンクリートなどに対する関係を説明する斜視図であ
る。
[Figure 1] Outer formwork, insulation material, and separator for construction work
It is a perspective view explaining the relationship with respect to concrete and the like.

【図2】建築工事用セパレータの斜視図である。FIG. 2 is a perspective view of a building construction separator.

【図3】第2発明の1部を切り欠いた斜視図である。FIG. 3 is a perspective view in which a part of the second invention is cut away.

【図4】第3発明の1部を切り欠いた斜視図である。FIG. 4 is a perspective view in which a part of the third invention is cut away.

【図5】A−A線拡大断面図である。FIG. 5 is an enlarged sectional view taken along line AA.

【図6】外方の型枠と内方の型枠の1部を切り欠いた斜
視図である。
FIG. 6 is a perspective view in which a part of the outer mold and the inner mold is cut away.

【符号の説明】[Explanation of symbols]

1 建築工事用セパレータ 1A 帯状鉄板 1I1 外方の型枠用上向き係止片 1I2 外方の型枠用下向き係止片 1J1 外方の型枠用上向き係止片 1J2 外方の型枠用下向き係止片 1K1 コンクリート用上向き係止片 1K2 コンクリート用下向き係止片 1L1 内方の型枠用上向き係止片 1L2 内方の型枠用下向き係止片 1M1 内方の型枠用上向き係止片 1M2 内方の型枠用下向き係止片 1N1 コンクリート埋め込み用上向き係止片 1N2 コンクリート埋め込み用下向き係止片 1O1,1O2,1P ウェッジ用受穴 2 外方の型枠 3 断熱材 4 打設されたコンクリート 5 内方の型枠 6 外装材取付用枠 1 Construction Separator 1A Strip-shaped iron plate 1I1 Outer formwork upward locking piece 1I2 Outer formwork downward locking piece 1J1 Outer formwork upward locking piece 1J2 Outer formwork downward engagement Stop piece 1K1 Upward locking piece for concrete 1K2 Downward locking piece for concrete 1L1 Upward locking piece for inner formwork 1L2 Inner downward locking piece for formwork 1M1 Upward locking piece for inner formwork 1M2 Inner formwork downward locking piece 1N1 Concrete embedding upside locking piece 1N2 Concrete embedding downside locking piece 1O1, 1O2, 1P Wedge receiving hole 2 Outer formwork 3 Insulation material 4 Cast concrete 5 Inner formwork 6 Exterior material mounting frame

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 平面左右に横長の帯状鉄板(1A)にお
ける左方部分に当該帯状鉄板の左右方向と直交方向をも
って外方の型枠(2)に上面から対応するよう形成され
た外方の型枠対応部(1B)と、外方の型枠対応部(1
B)の内方側に隣接して形成された断熱材の厚さ(3
A)に上面から対応する断熱材の厚さ対応部(1C)
と、断熱材の厚さ対応部(1C)の内方側に隣接して形
成されたコンクリートの厚さ(4A)に上面から対応す
るコンクリートの厚さ対応部(1D)と、コンクリート
の厚さ対応部(1D)の内方側に隣接して形成された内
方の型枠の厚さ(5A)に上面から対応する内方の型枠
対応部(1E)と、外方の型枠対応部(1B)の外方側
に隣接して形成された外方延長部(1F)と、内方の型
枠対応部(1E)の内方側に隣接して形成された内方延
長部(1G)とから構成されたものにおいて、外方の型
枠対応部(1B)の外方縁部分に構成した外方の型枠用
上向き係止片(1I1)、および外方の型枠用下向き係
止片(1I2)と、外方の型枠対応部(1B)の外方縁
部分に構成した外方の型枠用上向き係止片(1J1)、
および外方の型枠用下向き係止片(1J2)と、コンク
リートの厚さ対応部(1D)の外方縁部分に構成したコ
ンクリート用上向き係止片(1K1)、およびコンクリ
ート用下向き係止片(1K2)と、内方の型枠対応部
(1E)の外方縁部分に構成した内方の型枠用上向き係
止片(1L1)、および内方の型枠用下向き係止片(1
L2)と、内方の型枠対応部(1E)の内方縁部分に構
成した内方の型枠用上向き係止片(1M1)、および内
方の型枠用下向き係止片(1M2)と、コンクリートの
厚さ対応部(1D)のほぼ中央部に構成したコンクリー
ト埋め込み用上向き係止片(1N1)、およびコンクリ
ート埋め込み用下向き係止片(1N2)と、外方延長部
(1F)に左右方向をもって開設されたウェッジ用受穴
(1O1)と、内方延長部(1G)に左右方向をもって
開設されたウェッジ用受穴(1O2)と、横桟の幅対応
部(1H)に左右方向をもって開設されたウェッジ用受
穴(1P)とからなることを特徴とする建築工事用セパ
レータ。
1. A laterally elongated strip-shaped iron plate (1A) on the left and right of the plane, which is formed on the left side of the strip-shaped iron plate so as to correspond to the outer formwork (2) from the upper side in a direction orthogonal to the horizontal direction of the strip-shaped iron plate. Formwork corresponding part (1B) and outside formwork corresponding part (1
The thickness of the heat insulating material formed adjacent to the inner side of (B) (3
Thickness corresponding part (1C) of the heat insulating material corresponding to A) from the upper surface
And a concrete thickness corresponding portion (1D) corresponding to the thickness (4A) of the concrete formed adjacent to the inner side of the thickness corresponding portion (1C) of the heat insulating material, and the thickness of the concrete Corresponding to the inner formwork corresponding part (1E) corresponding to the thickness (5A) of the inner formwork formed adjacent to the inner side of the corresponding part (1D) from the upper surface, and the outer formwork The outer extension portion (1F) formed adjacent to the outer side of the portion (1B) and the inner extension portion (1F) formed adjacent to the inner side of the inner mold frame corresponding portion (1E) ( 1G), the outer formwork upward locking piece (1I1) formed on the outer edge portion of the outer formwork corresponding portion (1B), and the outer formwork downward face A locking piece (1I2) and an upward locking piece (1J1) for the outer mold, which is formed on the outer edge portion of the outer mold frame corresponding portion (1B),
And an outer downward locking piece for formwork (1J2), an upward locking piece for concrete (1K1) formed on an outer edge portion of a thickness corresponding portion (1D) of concrete, and a downward locking piece for concrete (1K2), the inner mold form upward locking piece (1L1) formed on the outer edge portion of the inner mold form corresponding portion (1E), and the inner mold form downward locking piece (1).
L2), an inner upward locking piece (1M1) for the mold, and an inner downward locking piece (1M2) for the mold, which are formed on the inner edge portion of the inner mold-corresponding portion (1E). And an upward locking piece (1N1) for embedding concrete, a downward locking piece (1N2) for embedding concrete, and an outer extension part (1F), which are formed almost in the center of the thickness corresponding part (1D) of concrete. Wedge receiving hole (1O1) opened in the left-right direction, wedge receiving hole (1O2) opened in the inward extension (1G) in the left-right direction, and horizontal width in the width corresponding part (1H) of the horizontal rail. Wedge receiving hole (1P) opened with a separator for construction work.
【請求項2】 下記の各工程からなることを特徴とする
建築工事用セパレータの使用方法。 第1工程〜外方の型枠(2)と内方の型枠(5)のそれ
ぞれ最下端に位置するものを長手方向に連設した後、外
方の型枠の内方面に外断熱用の断熱材(3)を添設し、
請求項1記載の建築工事用セパレータを外方の型枠
(2)と内方の型枠(5)の上面に掛け渡し、各下向き
係止片を外方の型枠、内方の型枠、断熱材の上辺に係止
すると共に、ウェッジ用受穴にウェッジを差し込み各型
枠を外方から固定すること。 第2工程〜第1工程を経た各外方の型枠(2)と内方の
型枠(5)と断熱材(3)の上面に位置すべき各外方の
型枠(2)と内方の型枠(5)と断熱材(3)の下辺に
請求項1記載の建築工事用セパレータにおける各上向き
係止片を係止しながら上方に連結すること。 第3工程〜以上の作業を繰り返しながら外方の型枠
(2)と内方の型枠(5)と断熱材(3)を所望する段
数起立連設した後、コンクリートを打設すること。 第4工程〜コンクリートの養生後、外方の型枠(2)と
内方の型枠(5)を除去し、内方延長部(1G)を上方
あるいは下方に折り曲げること。
2. A method of using a separator for building construction, which comprises the following steps. From the first step to the outer formwork (2) and the inner formwork (5), which are respectively located at the lowermost ends, are continuously provided in the longitudinal direction, and then the outer formwork is provided on the inner surface for external heat insulation. Insulating material (3) of
The building construction separator according to claim 1 is laid over the upper surfaces of the outer formwork (2) and the inner formwork (5), and each downward locking piece is placed on the outer formwork and the inner formwork. , Lock the upper side of the heat insulating material and insert the wedge into the wedge receiving hole to fix each form from the outside. Inside of each outer formwork (2), each outer formwork (2) that should be located on the upper surface of the outer formwork (2), inner formwork (5), and heat insulating material (3) after the second step to the first process Connecting each upward locking piece in the building construction separator according to claim 1 to the upper side of the mold (5) and the heat insulating material (3) on the lower side. Repeating the above-mentioned operations from the third step, the outer formwork (2), the inner formwork (5), and the heat insulating material (3) are erected in a desired number of stages, and then concrete is poured. Fourth step-after curing the concrete, remove the outer mold form (2) and the inner mold form (5) and bend the inner extension (1G) upward or downward.
【請求項3】 請求項2記載の工程に下記の各工程を加
えたことを特徴とする建築工事用セパレータの使用方
法。 第1工程〜断熱材(3)の外面に突出している請求項1
記載の建築工事用セパレータにおける外方の型枠対応部
(1B)を上下から挟む状態で上下の横桟(7)を張設
し、この横桟(7)をウェッジ用受穴(1P)に差し込
んだウェッジ(1P1)で外方の型枠用上向き係止片
(1J1)と外方の型枠用下向き係止片(1J2)に圧
着固定した後、縦桟(8)を取付け、外装材取付用枠6
の取付けをすること。 第2工程〜外方延長部(1F)を上方あるいは下方に折
り曲げ、外方から断熱材(9)を塗ること。 第3工程〜外装材取付用枠(6)の外面に外装材を張設
すること。
3. A method for using a separator for construction work, wherein the following steps are added to the step according to claim 2. The first step-projecting to the outer surface of the heat insulating material (3).
The upper and lower horizontal rails (7) are stretched with the outer formwork corresponding portion (1B) in the described separator for construction work sandwiched from above and below, and this horizontal rail (7) is used as a wedge receiving hole (1P). After crimping the inserted wedge (1P1) to the outer formwork upward locking piece (1J1) and the outer formwork downward locking piece (1J2), attach the vertical crosspiece (8) to the exterior material. Mounting frame 6
Installation of. Second step-Bend the outward extension (1F) upward or downward and apply the heat insulating material (9) from the outside. Third step-extension of the exterior material on the outer surface of the exterior material mounting frame (6).
JP4352607A 1992-12-09 1992-12-09 Separator for construction works and method for using separator Pending JPH06173445A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4352607A JPH06173445A (en) 1992-12-09 1992-12-09 Separator for construction works and method for using separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4352607A JPH06173445A (en) 1992-12-09 1992-12-09 Separator for construction works and method for using separator

Publications (1)

Publication Number Publication Date
JPH06173445A true JPH06173445A (en) 1994-06-21

Family

ID=18425201

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4352607A Pending JPH06173445A (en) 1992-12-09 1992-12-09 Separator for construction works and method for using separator

Country Status (1)

Country Link
JP (1) JPH06173445A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522731A (en) * 2013-01-25 2015-08-06 ジョン ウー カン Flat tie, and method for installing form using the flat tie and non-metallic plate

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54107133A (en) * 1978-02-09 1979-08-22 Tatsuyuki Muroi Method of constructing concrete wall

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54107133A (en) * 1978-02-09 1979-08-22 Tatsuyuki Muroi Method of constructing concrete wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522731A (en) * 2013-01-25 2015-08-06 ジョン ウー カン Flat tie, and method for installing form using the flat tie and non-metallic plate

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