JPH05214733A - Concrete foundation construction method and jig used therefor - Google Patents

Concrete foundation construction method and jig used therefor

Info

Publication number
JPH05214733A
JPH05214733A JP4752692A JP4752692A JPH05214733A JP H05214733 A JPH05214733 A JP H05214733A JP 4752692 A JP4752692 A JP 4752692A JP 4752692 A JP4752692 A JP 4752692A JP H05214733 A JPH05214733 A JP H05214733A
Authority
JP
Japan
Prior art keywords
jig
horizontal bar
bar
formwork
jigs
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
JP4752692A
Other languages
Japanese (ja)
Inventor
Tetsuhiko Soma
哲彦 相馬
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 JP4752692A priority Critical patent/JPH05214733A/en
Publication of JPH05214733A publication Critical patent/JPH05214733A/en
Pending legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE:To extensively shorten work period as well as to easily assemble a formwork. CONSTITUTION:An engagement part 37 to insert and support the lower end part of a formwork 42 is provided on a cross bar of a support base 31 having the cross bar 32 and a longitudinal bar 33. A plural number of jigs 30 are arranged with specified intervals in a pit excavated hole by using the jigs 30 installed with a support plate 45 in parallel with the cross bar 32 on the longitudinal bar 33 and inserting the longitudinal bar 33 of the jigs 30 into the pit excavated hole until the support plate 45 makes contact with the bottom surface of the pit excavated hole. Thereafter, the formwork 42 is suspended between the jigs 30 arranged with the formwork 42, the lower end part of the formwork 42 is inserted in the engagement part 37 of the corresponding jig 30 and fixed, and concrete is cast in the lower part of the cross bar 32 of the jigs 30 and the formwork 42.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は建造物の土台等を形成す
るコンクリート基礎工法およびこれに用いる治具に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete foundation construction method for forming a foundation of a building and a jig used therefor.

【0002】[0002]

【従来の技術】建造物の土台や擁壁等は、型枠を組ん
で、この型枠内にコンクリートを流し込んで形成するの
が一般的である。図4は建造物のフーチンおよび布基礎
を形成する従来の一般的工法を示す説明図である。従来
上記基礎を形成するには、まずフーチン10用の型枠1
2、12をグリ石14上に組む。この両型枠12、12
間には適宜鉄筋を組んで配設する。またこの鉄筋には後
工事用の釘20、20を適宜針金等を用いて固定してお
く。そして両型枠12、12間にコンクリートを流し込
んでまずフーチン10を形成する。次いで、フーチン1
0上に、布基礎16用の型枠18、18を立設する。こ
の型枠18、18は釘20、20によりフーチン10上
に固定される。型枠18、18内にも適宜鉄筋が組み込
まれる。22はセパレーターであり、型枠18、18を
一定間隔に保持するためのものである。両型枠18、1
8は杭24、24によって補強される。そして型枠1
8、18内にコンクリートを流し込んで布基礎16を形
成するようにしている。基礎形成後、型枠12、18を
外し、さらに釘20を引き抜いて完成される。
2. Description of the Related Art Generally, a foundation or a retaining wall of a building is formed by assembling a formwork and pouring concrete into the formwork. FIG. 4 is an explanatory view showing a conventional general construction method for forming a fuchin and a cloth foundation of a building. Conventionally, in order to form the above-mentioned foundation, first, the formwork 1 for Fuchin 10
Assemble pieces 2 and 12 on green stone 14. Both molds 12, 12
Reinforcing bars are appropriately arranged between them. Further, the nails 20 and 20 for post-construction are fixed to the reinforcing bar by using wire or the like. Then, concrete is poured between the two molds 12, 12 to first form the fuchin 10. Then Fuchin 1
The molds 18, 18 for the cloth foundation 16 are erected on the top of the 0. The molds 18, 18 are fixed on the footin 10 by means of nails 20, 20. Reinforcing bars are also incorporated into the molds 18, 18 as appropriate. Reference numeral 22 is a separator for holding the molds 18, 18 at constant intervals. Both formwork 18, 1
8 is reinforced by piles 24, 24. And formwork 1
Concrete is poured into 8 and 18 to form the cloth foundation 16. After the foundation is formed, the molds 12 and 18 are removed, and the nail 20 is pulled out to complete the work.

【0003】[0003]

【発明が解決しようとする課題】しかしながら従来の上
記工法には次のような問題点がある。すなわち、まず両
型枠12、12、型枠18、18の組立が極めて厄介で
あり、組立に多くの時間と労力を必要とする。またフー
チン10用のコンクリートを流し込んで、一定の養生期
間経過後、型枠18、18を組んで布基礎16を形成す
るというように、フーチン10と布基礎16とを別々に
形成するようにしているので、工期が極めて長くなると
いう問題点がある。さらには上記のようにフーチン10
と布基礎16とが別々に形成されるので、フーチン10
と布基礎16との接合が完全でなく、接合部にひび割れ
などが生じるおそれがあった。
However, the above-mentioned conventional construction methods have the following problems. That is, first, the assembling of the two molds 12, 12 and the molds 18, 18 is extremely troublesome and requires a lot of time and labor for assembling. Further, the concrete for Fuchin 10 is poured, and after a certain curing period, the molds 18 and 18 are assembled to form the cloth foundation 16, so that the Fuchin 10 and the cloth foundation 16 are separately formed. Therefore, there is a problem that the construction period becomes extremely long. Fuchin 10 as described above
Since the cloth foundation 16 and the cloth foundation 16 are separately formed, the futin 10
There is a possibility that the joint between the base and the cloth foundation 16 is not perfect, and a crack or the like may occur at the joint.

【0004】そこで、本発明は上記問題点を解決すべく
なされたものであり、その目的とするところは、型枠の
組立が容易に行え、また工期を大幅に短縮することので
きるコンクリート基礎工法およびこれに用いる治具を提
供するにある。
Therefore, the present invention has been made to solve the above-mentioned problems, and an object of the present invention is to assemble a formwork easily and to reduce the construction period significantly. And to provide a jig used for this.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するため次の構成を備える。すなわち、横棒と縦棒を有
する支持基体の前記横棒上に型枠の下端部を嵌入支持し
うる嵌合部が設けられ、前記縦棒上に前記横棒と平行に
支持板が取り付けられた治具を用い、前記治具の縦棒を
支持板が根掘穴底面に当接するまで根掘穴に差し込むよ
うにして、根掘穴内に所定間隔をおいて前記治具を複数
個配置し、型枠を前記配置した治具間に差し渡し、型枠
下端部を対応する治具の前記嵌合部に嵌入して固定し、
治具の横棒下方および型枠にコンクリートを流し込むこ
とを特徴としている。また本発明に係る治具は、横棒と
縦棒を有する支持基体の前記横棒上に型枠の下端部を嵌
入支持しうる嵌合部が設けられ、前記縦棒上に前記横棒
と平行に支持板が取り付けられたことを特徴としてい
る。前記嵌合部を横棒上で移動可能に固定するようにす
ると好適である。また前記支持板を縦棒上で移動可能に
固定するようにすると好適である。
The present invention has the following constitution in order to achieve the above object. That is, a fitting portion capable of fitting and supporting the lower end of the mold is provided on the horizontal bar of the support base having the horizontal bar and the vertical bar, and the support plate is mounted on the vertical bar in parallel with the horizontal bar. Using the jig, insert the vertical bar of the jig into the root hole until the support plate comes into contact with the bottom surface of the root hole. , The mold is passed between the arranged jigs, and the lower end of the mold is fitted and fixed to the fitting portion of the corresponding jig,
The feature is that concrete is poured under the horizontal bar of the jig and in the formwork. Further, in the jig according to the present invention, a fitting portion capable of fitting and supporting the lower end portion of the form is provided on the horizontal bar of the support base having the horizontal bar and the vertical bar, and the horizontal bar is provided on the vertical bar. The feature is that the support plates are attached in parallel. It is preferable that the fitting portion is movably fixed on the horizontal bar. Further, it is preferable that the support plate is movably fixed on a vertical bar.

【0006】[0006]

【作用】図2により作用を説明する。まず、根掘穴に治
具30を所定間隔(例えば1m)をおいて複数個配置す
る。治具30は支持板45がグリ石表面に当接して支持
され、横棒32とグリ石表面との間に所定の間隔が保持
された状態にて根掘穴内に立設される。上記複数個所定
間隔をおいて配置した治具30間に差し渡して、側板5
0をクリップ52にて支持片39に固定する。上記のよ
うにして治具30を根掘穴内に配置した後、複数の治具
30に差し渡し状態にて型枠42を両嵌合部37に嵌合
することによって、型枠42を一定の間隔を保持した状
態で治具30に立設し、固定できる。型枠42はその下
端部が嵌合部37に嵌合して固定されるが、両型枠42
の上端間を公知の連結具(図示せず)により連結するこ
とで、型枠42の上下を一定の間隔を保持した状態で固
定できる。上記のように型枠を組み付けて後、両型枠4
2間にコンクリートを流し込む。これによりコンクリー
トは、グリ石上の側板45に囲まれるフーチン用の空
間、および両型枠42に囲まれる空間内に流下し、充填
される。一定の養生期間が経過した後、型枠42、およ
び側板45を取り外すことによって、フーチンと布基礎
とが一体となった基礎を形成できる。
The operation will be described with reference to FIG. First, a plurality of jigs 30 are arranged in the root hole at predetermined intervals (for example, 1 m). The jig 30 is erected in the root hole with the support plate 45 abutting against the surface of the ground stone and being supported with a predetermined distance maintained between the horizontal bar 32 and the surface of the ground stone. The side plate 5 is inserted between the jigs 30 arranged at a predetermined interval.
0 is fixed to the support piece 39 by the clip 52. After arranging the jig 30 in the root hole as described above, the molds 42 are fitted to both fitting portions 37 in a state of being passed over the plurality of jigs 30 so that the molds 42 are spaced at regular intervals. It can be fixed by standing on the jig 30 while holding. The lower end of the mold 42 is fitted into the fitting portion 37 and fixed, but both molds 42
By connecting the upper ends of the molds with a known connector (not shown), it is possible to fix the upper and lower sides of the mold 42 while maintaining a constant gap. After assembling the molds as described above, both molds 4
Pour concrete between the two. As a result, the concrete flows down and is filled into the space for Fuchin surrounded by the side plates 45 on the ground stone and the space surrounded by both the molds 42. After a certain curing period has passed, the formin 42 and the side plate 45 can be removed to form a foundation in which the fuchin and the cloth foundation are integrated.

【0007】[0007]

【実施例】以下、本発明の好適な実施例を添付図面に基
づいて詳細に説明する。図1は治具30を示す。31は
支持基体であり、横棒32、縦棒33とでT字状をな
す。34は横棒32と縦棒33取付部の補強板である。
横棒32の前面および裏面側の中央には横溝35が設け
られている。又縦棒33の表裏面中央にも縦溝36が設
けられている。縦溝36は縦棒33の上部にいく程浅く
なるように設定されている。縦棒33の上端から横方向
にそれぞれ延出する横棒32上には、横棒32に沿って
移動自在に嵌合部37が設けられている。嵌合部37
は、横棒32が摺合して横棒32上を摺動しうるスライ
ド体38と、該スライド体38上面両端部に上方に向け
て突設されている支持片39、40を有する。41は固
定ネジであり、スライド体38に螺合され、そのネジ先
端部が横溝35底面に締めつけられることで、嵌合部3
7を横棒32上の所定位置で固定しうるようになってい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 shows a jig 30. Reference numeral 31 is a support base, and the horizontal bar 32 and the vertical bar 33 form a T shape. Reference numeral 34 is a reinforcing plate for attaching the horizontal bar 32 and the vertical bar 33.
A lateral groove 35 is provided in the center of the front surface and the back surface of the horizontal bar 32. A vertical groove 36 is also provided in the center of the front and back surfaces of the vertical bar 33. The vertical groove 36 is set to be shallower toward the upper part of the vertical bar 33. A fitting portion 37 is provided movably along the horizontal bar 32 on the horizontal bar 32 extending laterally from the upper end of the vertical bar 33. Fitting part 37
Has a slide body 38 with which the horizontal bar 32 can slide and slide on the horizontal bar 32, and support pieces 39, 40 projecting upward at both ends of the upper surface of the slide body 38. A fixing screw 41 is screwed into the slide body 38, and the tip of the screw is fastened to the bottom surface of the lateral groove 35.
7 can be fixed at a predetermined position on the horizontal bar 32.

【0008】両支持片39、40の間隔は、型板43
(図2)とその周縁に固定した補強枠44の厚みの和に
等しくなるようにされている。型板43と補強枠44と
で型枠42を構成する。したがって型枠42の下端部を
両支持片39、40の間に挟みこんで固定することがで
きる。45は支持板であり、その中央に取り付けたスラ
イド体46を縦棒33が挿通しており、縦棒33上を移
動自在に設けられている。スライド体46には固定ネジ
47が螺合され、そのネジ先端部が縦溝36底面に締め
つけられることで縦棒33上の所定位置で固定されるよ
うになっている。50はフーチン用の側板であり、図3
に明確なように断面L字状をなすと共に、その一端側に
逆方向に突出する固定片51が形成されており、その固
定片51と嵌合部37の外側の支持片39とをクリップ
52で挟むことによって治具30に取り付けられるよう
になっている。
The space between the support pieces 39 and 40 is determined by the template 43.
(FIG. 2) and the thickness of the reinforcing frame 44 fixed to the periphery thereof are equal to the sum. The mold plate 43 and the reinforcing frame 44 form the mold frame 42. Therefore, the lower end portion of the form 42 can be fixed by being sandwiched between the support pieces 39 and 40. Reference numeral 45 denotes a support plate, and the vertical bar 33 is inserted through a slide body 46 attached to the center of the support plate, and is provided movably on the vertical bar 33. A fixing screw 47 is screwed into the slide body 46, and the tip end of the screw is fastened to the bottom surface of the vertical groove 36 so as to be fixed at a predetermined position on the vertical bar 33. 50 is a side plate for Fuchin, and is shown in FIG.
As is clear from the above, an L-shaped cross section is formed, and a fixing piece 51 projecting in the opposite direction is formed on one end side thereof, and the fixing piece 51 and the supporting piece 39 on the outer side of the fitting portion 37 are clipped by a clip 52. It is attached to the jig 30 by sandwiching it with.

【0009】治具30は上記のように構成されている。
続いて上記治具30を用いて基礎を形成する工法を説明
する。まず、地面に根掘穴を掘り、グリ石等を入れて調
整する。次にグリ石上に上記治具30を所定間隔(例え
ば1m)をおいて複数個配置する。すなわち、治具30
を、その縦棒33を根掘穴底面に支持板45下面がグリ
石表面に当接するまで差し込むのである。これにより、
治具30は支持板45がグリ石表面に当接して支持さ
れ、横棒32とグリ石表面との間に所定の間隔が保持さ
れた状態にて根掘穴内に立設される。横棒32とグリ石
表面との間隔は支持板45を縦棒33上で移動させるこ
とによって任意の間隔に調整することができる。なお、
縦棒33に設けた縦溝36は縦棒33の上部にいく程浅
く形成されているので、固定ネジ47を一旦締めつける
と、支持板45が横棒32に接近する方向へは移動不能
となり、治具30を根掘穴に差し込む際、支持板45が
グリ石に当接するまで差し込むことにより、それ以上押
し込もうとしても押し込めなくなり、横棒32と支持板
45との間は常に一定に保持できるのである。
The jig 30 is constructed as described above.
Next, a method of forming a foundation using the jig 30 will be described. First of all, dig a root hole in the ground and put in some stones to make adjustments. Next, a plurality of the jigs 30 are arranged on the green stone at predetermined intervals (for example, 1 m). That is, the jig 30
The vertical bar 33 is inserted into the bottom of the root hole until the lower surface of the support plate 45 contacts the surface of the ground stone. This allows
The jig 30 is erected in the root hole with the support plate 45 abutting against the surface of the ground stone and being supported with a predetermined distance maintained between the horizontal bar 32 and the surface of the ground stone. The distance between the horizontal bar 32 and the surface of the ground stone can be adjusted to an arbitrary distance by moving the support plate 45 on the vertical bar 33. In addition,
Since the vertical groove 36 provided in the vertical bar 33 is formed so as to become shallower toward the upper part of the vertical bar 33, once the fixing screw 47 is tightened, the support plate 45 cannot move in the direction of approaching the horizontal bar 32. When the jig 30 is inserted into the root hole, the support plate 45 is inserted until it comes into contact with the ground stone, so that the jig cannot be pushed even if it is pushed further, and the distance between the horizontal bar 32 and the support plate 45 is always kept constant. You can do it.

【0010】上記複数個所定間隔をおいて配置した治具
30間に差し渡して、前記の側板50をクリップ52に
て支持片39に固定する。これによりフーチン用の空間
を画成できる。なおこの空間内には適宜鉄筋をあらかじ
め組み込んでおくようにする。上記のようにして治具3
0を根掘穴内に配置した後、複数の治具30に差し渡し
状態にて型枠42を前記両嵌合部37に嵌合することに
よって、型枠42を一定の間隔を保持した状態で治具3
0に立設し、固定できる。型枠42はその下端部が嵌合
部37に嵌合して固定されるが、両型枠42の上端間を
公知の連結具(図示せず)により連結することで、型枠
42の上下を一定の間隔を保持した状態で固定できる。
さらに必要に応じて、前記したセパレーターにより型枠
の間隔を保持したり、杭により型枠の補強を行ってもよ
い。両型枠42間にも適宜鉄筋を配設する。上記のよう
に型枠を組み付けて後、両型枠42間にコンクリートを
流し込む。これによりコンクリートは、グリ石上の側板
45に囲まれるフーチン用の空間、および両型枠42に
囲まれる空間内に流下し、充填される。一定の養生期間
が経過した後、型枠42、および側板45を取り外すこ
とによって、フーチンと布基礎とが一体となった基礎を
形成できる。なお治具30はコンクリート内にそのまま
残される。
The side plates 50 are fixed to the support pieces 39 by clips 52 by inserting the jigs 30 between the jigs 30 arranged at a predetermined interval. This will create a space for Fuchin. Reinforcing bars should be installed in advance in this space. Jig 3 as above
After arranging 0 in the root hole, the mold 42 is fitted to both the fitting portions 37 in a state of being passed over a plurality of jigs 30, so that the mold 42 can be fixed in a state in which a fixed interval is maintained. Ingredient 3
It can be fixed at 0. The lower end of the mold 42 is fitted and fixed to the fitting portion 37. By connecting the upper ends of both molds 42 by a known connecting tool (not shown), the upper and lower sides of the mold 42 are connected. Can be fixed while maintaining a constant interval.
Further, if necessary, the intervals between the molds may be maintained by the separators described above, or the molds may be reinforced by the piles. Reinforcing bars are also appropriately arranged between both molds 42. After the molds are assembled as described above, concrete is poured between the molds 42. As a result, the concrete flows down and is filled into the space for Fuchin surrounded by the side plates 45 on the ground stone and the space surrounded by both the molds 42. After a certain curing period has passed, the formin 42 and the side plate 45 can be removed to form a foundation in which the fuchin and the cloth foundation are integrated. The jig 30 is left as it is in the concrete.

【0011】上記実施例では、嵌合部37を横棒32上
で移動可能に設けたが、一定の厚みの基礎を得る場合に
は横棒上に移動不能に固定してもよい。同じく支持板4
5も縦棒33上に固定して設けてもよい。さらに、横溝
35や縦溝36も必ずしも設けなくともよい。コンクリ
ートの粘性が比較的高く、コンクリートが側方に流れだ
しにくいときは側板50も必ずしも使用しなくともよ
い。また上記実施例では、支持基体31をT字状に設け
て、その横棒32上に2個の嵌合部37を配設したが、
1つの嵌合部を設けて、型枠を1列のみ支持するように
して、他側は土壁の状態にして、この土壁と型枠との間
にコンクリートを流し込む擁壁を形成するのにも使用で
きることはもちろんである。
In the above embodiment, the fitting portion 37 is provided so as to be movable on the horizontal rod 32, but it may be fixed on the horizontal rod so as to be immovable when a foundation having a certain thickness is obtained. Similarly support plate 4
5 may also be fixedly provided on the vertical bar 33. Further, the lateral groove 35 and the vertical groove 36 do not necessarily have to be provided. The side plate 50 does not necessarily have to be used when the viscosity of the concrete is relatively high and the concrete does not easily flow to the side. Further, in the above embodiment, the supporting base 31 is provided in a T shape, and the two fitting portions 37 are arranged on the horizontal bar 32 thereof.
One fitting part is provided so that only one row of the formwork is supported, the other side is in the state of the earth wall, and a retaining wall into which concrete is poured is formed between the earth wall and the formwork. Of course, it can also be used.

【0012】[0012]

【発明の効果】本発明によれば、上記したように、支持
板がグリ石等に当接するまで治具を根掘穴に差し込み、
治具の横棒の嵌合部に型枠をはめ込むようにして、型枠
を支持するようにしたので、型枠の組付けが容易に行
え、労力の大幅な削減が図れ、しかも型枠の空間と、横
棒と支持板間の空間にコンクリートを同時に流し込んで
フーチンと布基礎とを同時に形成でき、ひび割れ等を有
効に防止できると共に、工期を大幅に短縮できる効果を
奏する。
According to the present invention, as described above, the jig is inserted into the root excavation hole until the supporting plate comes into contact with the ground stone or the like,
The mold is fitted into the fitting part of the horizontal bar of the jig to support the mold, so that the mold can be easily assembled and the labor can be greatly reduced. Concrete can be simultaneously poured into the space and the space between the horizontal bar and the support plate to form the footin and the cloth foundation at the same time, which effectively prevents cracks and the like, and has the effect of significantly shortening the construction period.

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

【図1】治具の正面図である。FIG. 1 is a front view of a jig.

【図2】治具を用いて基礎を形成した断面図である。FIG. 2 is a cross-sectional view of a foundation formed using a jig.

【図3】フーチン用側板の取り付け状態を示す説明図で
ある。
FIG. 3 is an explanatory view showing a mounted state of a Fuchin side plate.

【図4】従来の工法を示す説明図である。FIG. 4 is an explanatory view showing a conventional construction method.

【符号の説明】 30 治具 31 支持基体 32 横棒 33 縦棒 37 嵌合部 39 支持片 40 支持片 41 固定ネジ 42 型枠 45 支持板 47 固定ネジ[Explanation of reference numerals] 30 jig 31 support base 32 horizontal bar 33 vertical bar 37 fitting part 39 support piece 40 support piece 41 fixing screw 42 form frame 45 support plate 47 fixing screw

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 横棒と縦棒を有する支持基体の前記横棒
上に型枠の下端部を嵌入支持しうる嵌合部が設けられ、
前記縦棒上に前記横棒と平行に支持板が取り付けられた
治具を用い、 前記治具の縦棒を支持板が根掘穴の底面に当接するまで
根掘穴に差し込むようにして、根掘穴内に所定間隔をお
いて前記治具を複数個配置し、 型枠を前記配置した治具間に差し渡し、型枠下端部を対
応する治具の前記嵌合部に嵌入して固定し、 治具の横棒下方および型枠にコンクリートを流し込むこ
とを特徴とするコンクリート基礎工法。
1. A fitting portion for fitting and supporting a lower end portion of a form is provided on the horizontal bar of a support base having a horizontal bar and a vertical bar,
Using a jig in which a support plate is attached in parallel with the horizontal bar on the vertical bar, so that the vertical bar of the jig is inserted into the root hole until the support plate contacts the bottom surface of the root hole, A plurality of the jigs are arranged at predetermined intervals in the root hole, the mold is passed between the arranged jigs, and the lower end of the mold is fitted and fixed in the fitting portion of the corresponding jig. A concrete foundation method characterized by pouring concrete under the horizontal bar of the jig and into the formwork.
【請求項2】 横棒と縦棒を有する支持基体の前記横棒
上に型枠の下端部を嵌入支持しうる嵌合部が設けられ、
前記縦棒上に前記横棒と平行に支持板が取り付けられた
ことを特徴とするコンクリート基礎工事用治具。
2. A fitting portion for fitting and supporting a lower end portion of a form is provided on the horizontal bar of a support base having a horizontal bar and a vertical bar,
A jig for concrete foundation construction, wherein a supporting plate is attached on the vertical bar in parallel with the horizontal bar.
【請求項3】 前記嵌合部が横棒上で移動可能に固定さ
れることを特徴とする請求項2記載のコンクリート基礎
工事用治具。
3. The jig for concrete foundation construction according to claim 2, wherein the fitting portion is movably fixed on a horizontal bar.
【請求項4】 前記支持板が縦棒上で移動可能に固定さ
れることを特徴とする請求項2または3記載のコンクリ
ート基礎工事用治具。
4. The jig for concrete foundation construction according to claim 2, wherein the support plate is movably fixed on a vertical bar.
JP4752692A 1992-02-03 1992-02-03 Concrete foundation construction method and jig used therefor Pending JPH05214733A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4752692A JPH05214733A (en) 1992-02-03 1992-02-03 Concrete foundation construction method and jig used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4752692A JPH05214733A (en) 1992-02-03 1992-02-03 Concrete foundation construction method and jig used therefor

Publications (1)

Publication Number Publication Date
JPH05214733A true JPH05214733A (en) 1993-08-24

Family

ID=12777570

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4752692A Pending JPH05214733A (en) 1992-02-03 1992-02-03 Concrete foundation construction method and jig used therefor

Country Status (1)

Country Link
JP (1) JPH05214733A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100378639B1 (en) * 2000-06-27 2003-03-31 김회곤 Jig for matrix used in construction
KR100750997B1 (en) * 2006-01-13 2007-08-22 (주)태양건설 The elements for concrete forms of slab crossbeam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100378639B1 (en) * 2000-06-27 2003-03-31 김회곤 Jig for matrix used in construction
KR100750997B1 (en) * 2006-01-13 2007-08-22 (주)태양건설 The elements for concrete forms of slab crossbeam

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