JPH04119555U - Concrete foundation notch construction device - Google Patents
Concrete foundation notch construction deviceInfo
- Publication number
- JPH04119555U JPH04119555U JP2422991U JP2422991U JPH04119555U JP H04119555 U JPH04119555 U JP H04119555U JP 2422991 U JP2422991 U JP 2422991U JP 2422991 U JP2422991 U JP 2422991U JP H04119555 U JPH04119555 U JP H04119555U
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- notch
- concrete foundation
- concrete
- standing
- 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
Links
- 238000010276 construction Methods 0.000 title description 4
- 238000009415 formwork Methods 0.000 claims abstract description 81
- 230000002265 prevention Effects 0.000 claims abstract description 12
- 239000002184 metal Substances 0.000 claims abstract description 8
- 239000006262 metallic foam Substances 0.000 abstract description 5
- 230000000630 rising effect Effects 0.000 description 8
- 230000003014 reinforcing effect Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Foundations (AREA)
Abstract
(57)【要約】
【目的】 住宅等の構築物におけるコンクリート基礎壁
の外側隅部を、バスコア、玄関、床等を載置できる為に
切欠く作業を、同じ切欠用型枠を複数度にわたって使用
して、容易かつ迅速に行える為の装置である。
【構成】 メタルフォームを用いたコンクリート基礎枠
の立上部型枠3の上端内側に、金属製の切欠用型枠1を
浮き上がり防止治具2で繋止して固定し、コンクリート
養生後、該切欠用型枠1及び該立上部型枠3を取り外す
ものである。
(57) [Summary] [Purpose] The same notch formwork is used multiple times to cut out the outer corners of concrete foundation walls in structures such as houses so that bath cores, entrances, floors, etc. can be placed. This is a device that allows you to do this easily and quickly. [Structure] A metal notch formwork 1 is connected and fixed with a lifting prevention jig 2 to the inside of the upper end of the standing formwork 3 of a concrete foundation frame made of metal foam, and after the concrete has cured, the notch is The formwork 1 and the formwork 3 for the upright part are removed.
Description
【0001】0001
本考案は、住宅等の構築物においてコンクリート基礎を造成する際に用いるコ ンクリート基礎の鉄筋及び型枠支持装置におけるコンクリート基礎の切欠部構成 装置に関する。 This invention is a component used when constructing concrete foundations for structures such as houses. Concrete foundation notch configuration in concrete foundation reinforcing bars and formwork support equipment Regarding equipment.
【0002】0002
従来の技術では、コンクリート基礎の立上部型枠として木製の型枠を用いてお り、コンクリート基礎の切欠部を構成する際、木製の切欠き用の型枠を1回の使 用毎に作り、釘で木製の型枠に固定するという方法を用いていた。 Conventional technology uses wooden formwork as the formwork for the standing part of concrete foundations. Therefore, when constructing the notch in a concrete foundation, the formwork for the wooden notch can be used only once. They were made for each purpose and fixed to wooden forms with nails.
【0003】0003
本考案は、住宅等の構築物における玄関、バスコア、床等を載置する為に、コ ンクリート基礎壁の立上部隅部に切欠部を構成するものである。従来技術では、 木製の切欠き用型枠が頻繁な使用に耐えず、コンクリート基礎を造成する毎に、 切欠き用の型枠を作る必要があった。これは、メタルフォームを用いた立上部型 枠に固定できるように構成した金属製の切欠部構成装置を用いることにより、該 切欠部構成装置の頻繁な使用を可能とし、コンクリート基礎造成毎の切欠き用型 枠の作成という手間を省くことを可能とするものである。 This invention is suitable for placing entrances, bath cores, floors, etc. in structures such as houses. A notch is formed at the corner of the upright part of the concrete foundation wall. In the conventional technology, The wooden notch formwork cannot withstand frequent use, and every time a concrete foundation is constructed, It was necessary to make a formwork for the notch. This is an upright type using metal foam. By using a metal cutout configuration device configured to be fixed to the frame, the applicable Enables frequent use of notch construction equipment, and provides a mold for notches for each concrete foundation construction. This makes it possible to save the effort of creating a frame.
【0004】0004
本考案の解決すべき課題は以上の如くであり、次に該課題を解決する手段を説 明する。コンクリート基礎の立上部型枠3・3の中で、切欠部を構成する必要の ある側の該立上部型枠3の上端内側に切欠用型枠1を浮き上がり防止治具2によ って固定し、コンクリート養生後、該切欠用型枠1及び該浮き上がり防止治具2 を取り外すことによりコンクリート基礎壁の上端隅部に切欠部を構成する。 The problems to be solved by this invention are as described above, and next we will explain the means to solve the problems. I will clarify. In the standing formwork 3.3 of the concrete foundation, it is necessary to construct the notch. A notch formwork 1 is placed inside the upper end of the rising formwork 3 on one side using a lifting prevention jig 2. After concrete curing, the notch formwork 1 and the lifting prevention jig 2 are fixed. By removing this, a notch is created at the upper corner of the concrete foundation wall.
【0005】[0005]
【作用】 本考案の解決すべき課題及び解決すべき手段は以上の如くであり、次に添付の 図面に示した作用の構成を説明する。本考案においては、コンクリート基礎の構 成において、すべての型枠を繰り返し使用可能なメタルフォームの型枠により構 成している。そして、ユニットバスを載置する部分や、玄関ドア受けを構成する 部分や、フローリング床の支持材を配置する場合において、コンクリート基礎の 一部に切欠部Bを構成する必要があるのである。メタルフォームにより構成した 立上部型枠3・3を立設し、この間にコンクリートを打設しただけでは、切欠部 Bが構成出来ないので、本考案においては、切欠部Bの必要な部分において、別 体で構成した金属性の切欠用型枠1を介装するものである。そして該切欠用型枠 1は繋止用部1aにより立上部型枠3の上端に係止し、該立上部型枠3の部分に 浮き上がり防止治具2を介装して、切欠用型枠1の上方への逃げ移動を阻止して いるのである。そしてコンクリートを打設し、該コンクリートの養生が終了した 後に、該切欠用型枠1は外すのである。[Effect] The problems to be solved by this invention and the means to be solved are as described above, and the following is attached. The structure of the function shown in the drawings will be explained. In this invention, the structure of the concrete foundation is During construction, all formwork was constructed from reusable metal foam formwork. has been completed. Then, configure the part where the unit bath is placed and the entrance door holder. When arranging sections and supporting materials for the flooring, it is important to It is necessary to form a notch B in a part. Made of metal foam If only the standing formwork 3.3 is erected and concrete is poured between them, the notch will be damaged. Since B cannot be constructed, in the present invention, a separate A metal notch formwork 1 made of a solid body is inserted therein. And the formwork for the notch 1 is locked to the upper end of the upright formwork 3 by the locking part 1a, and is attached to the part of the upright formwork 3. A lifting prevention jig 2 is interposed to prevent the notch formwork 1 from escaping upward. There is. Concrete was then poured and curing of the concrete was completed. Later, the notch formwork 1 is removed.
【0006】[0006]
図1は切欠用型枠1の大型の斜視図、図2は切欠用型枠1の小型の斜視図、図 3は立上部型枠3における切欠部型枠1を固定する位置を示した斜視図、図4は 切欠用型枠1を立上部型枠3に固定した状態のコンクリート基礎枠及び鉄筋部6 の斜視図、図5は切欠用型枠1を浮き上がり防止治具2で立上部型枠3に固定し た状態のコンクリート基礎枠及び鉄筋部6の正面図と完成したコンクリート基礎 壁の正面図、図6はコンクリート基礎の上端両隅部に切欠部を構成した場合にお けるコンクリート基礎壁の内部構造を示す正面図である。 FIG. 1 is a large perspective view of the notch formwork 1, and FIG. 2 is a small perspective view of the notch formwork 1. 3 is a perspective view showing the position where the notch part formwork 1 is fixed in the rising part formwork 3, and FIG. Concrete foundation frame and reinforcing bar part 6 with the notch formwork 1 fixed to the standing formwork 3 FIG. 5 is a perspective view of the notch formwork 1 fixed to the upright formwork 3 with a lifting prevention jig 2. Front view of the concrete foundation frame and reinforcing bar section 6 in the state where they were installed, and the completed concrete foundation The front view of the wall, Figure 6, shows the case where notches are formed at both corners of the upper end of the concrete foundation. FIG. 2 is a front view showing the internal structure of a concrete foundation wall.
【0007】 まず図1及び図2によって切欠用型枠1の形状について説明する。該切欠用型 枠1は、図1・図2に示す如く、大きさの異なる型があり、構成する切欠部の大 きさに応じて使い分ける。該切欠用型枠1は金属製であり、複数度の使用に耐え 、メタルフォームより成る立上部型枠3に容易に固定できるように構成されてい る。該切欠用型枠1には、繋止用部1aが具備されており、該繋止用部1aを該 立上部型枠3の上面に載置し、図3に示す如く、浮き上がり防止治具2にて繋止 することにより、該切欠用型枠1が浮き上がることなく該立上部型枠3に固定さ れるように構成されている。[0007] First, the shape of the notch mold 1 will be explained with reference to FIGS. 1 and 2. The mold for the notch As shown in Figures 1 and 2, the frame 1 comes in different sizes, and the size of the notch that makes up the frame 1 varies. Use them depending on the size. The notch formwork 1 is made of metal and can withstand multiple uses. , is configured so that it can be easily fixed to the standing formwork 3 made of metal foam. Ru. The notch formwork 1 is provided with a locking portion 1a, and the locking portion 1a is connected to the locking portion 1a. Place it on the upper surface of the standing formwork 3 and secure it with the lifting prevention jig 2 as shown in Figure 3. By doing so, the notch formwork 1 is fixed to the upright formwork 3 without lifting up. It is configured so that
【0008】 次に図3・図4の状態を説明する。図3に示す如く、該切欠用型枠1は、該立 上部型枠3・3の中の切欠部を構成する必要のある側の該立上部型枠3の上端内 側に固定する。図4にて固定した状態を示している。なお、該立上部型枠3・3 は図4で示す如く、立上部型枠支持板4の上に載置されており、捨てコンクリー ト7と該立上部型枠支持板4の間をベース型枠5・5が覆っている。該ベース型 枠5・5の間に打設されるコンクリート基礎は土中に埋められるベース部を構成 し、該立上部型枠3・3の間に打設されるコンクリート基礎は立上部を構成する 。このようにして該立上部型枠3・3、該切欠用型枠1及び該ベース型枠5・5 によりコンクリート基礎の型枠が構成される。また、該型枠の内部には、図4の ようにコンクリート基礎の鉄筋部6が構成される。[0008] Next, the states shown in FIGS. 3 and 4 will be explained. As shown in FIG. 3, the notch formwork 1 Inside the upper end of the rising upper formwork 3 on the side where it is necessary to form the notch in the upper formwork 3. Fasten to the side. FIG. 4 shows the fixed state. In addition, the rising part formwork 3.3 As shown in Fig. 4, it is placed on the vertical formwork support plate 4, and The base formworks 5 cover the space between the base plate 7 and the upright formwork support plate 4. The base type The concrete foundation placed between frames 5 and 5 constitutes the base part buried in the soil. However, the concrete foundation placed between the rising part formworks 3 and 3 constitutes the standing part. . In this way, the rising part formworks 3, 3, the notch formwork 1, and the base formworks 5, 5 The formwork for the concrete foundation is constructed. In addition, inside the formwork, there is a The reinforcing bar portion 6 of the concrete foundation is constructed as shown in FIG.
【0009】 次に図5によって該切欠用型枠1を該立上部型枠3に固定する方法を説明する 。該切欠用型枠1の繋止用部1aを該立上部型枠3の上面に当て、該切欠用型枠 1が浮き上がらないように浮き上がり防止治具2により繋止する。コンクリート を打設し、養生した後、該立上部型枠3及び該切欠用型枠1を取り外すと、Aの 如く、切欠部をもつコンクリート基礎壁が構成される。[0009] Next, a method for fixing the notch formwork 1 to the upright formwork 3 will be explained with reference to FIG. . The locking part 1a of the notch formwork 1 is applied to the upper surface of the rising part formwork 3, and the notch formwork 1 is fixed using a lifting prevention jig 2 so that it does not lift up. concrete After pouring and curing, remove the upright part formwork 3 and the notch formwork 1 to form A. Thus, a concrete foundation wall with a notch is constructed.
【0010】 次に図6によって、完成後のコンクリート基礎壁の内部構成を説明する。図6 に示したコンクリート基礎壁は、上端の両隅部に切欠部Bが構成されているが、 これは該立上部型枠3・3の両側の上端内側に該切欠用型枠1を固定することに よって構成される。コンクリート基礎壁の内部には、図4で示したように構成さ れた鉄筋部6及びアンカーボルト8が該鉄筋部6を組み入れて構成されたコンク リート型枠にコンクリートを打設し、養生後、該切欠用型枠1及び該立上部型枠 3を取り外すと、図6の如く、内外両側に切欠部Bを具備し完成したコンクリー ト基礎壁が構成されるのである。0010 Next, the internal structure of the concrete foundation wall after completion will be explained with reference to FIG. Figure 6 The concrete foundation wall shown in Figure 1 has cutouts B at both corners of the upper end. This is to fix the notch formwork 1 inside the upper ends of both sides of the rising formworks 3. Therefore, it is configured. Inside the concrete foundation wall, there is a structure as shown in Figure 4. The reinforced steel part 6 and the anchor bolt 8 are constructed by incorporating the reinforcing steel part 6. Concrete is poured into the leet formwork, and after curing, the notch form 1 and the standing formwork 3 is removed, the finished concrete with cutouts B on both the inside and outside as shown in Figure 6. The foundation wall is constructed.
【0011】[0011]
本考案は以上の如く構成したので、次のような効果を奏するものである。コン クリート基礎壁の立上部の隅部に、住宅用のバスコア、玄関、床等を載置する為 の切欠部Bを簡単に構成することが出来るのである。従来は、木製のコンクリー ト基礎の立上部型枠に木製の切欠用型枠を釘等に固定して切欠きを行っていたが 、本考案においては、金属製の切欠用型枠1を用いることにより該切欠用型枠が 複数度に使用されることを可能とし、また、該切欠用型枠1をメタルフォームを 用いた立上部型枠3の上端内側に浮き上がり防止治具2によって繋止して固定す ることによって、切欠きを容易かつ迅速に出来るようになったのである。 Since the present invention is constructed as described above, it has the following effects. con For placing residential bath cores, entrances, floors, etc. in the corners of the standing parts of cleat foundation walls. The notch B can be easily constructed. Traditionally, wooden concrete In the past, notches were made by fixing wooden notch formwork to nails, etc., on the standing formwork of the foundation. In the present invention, by using the metal notch form 1, the notch form is It can be used multiple times, and the notch formwork 1 is made of metal form. It is fixed by being connected to the inside of the upper end of the standing part formwork 3 used by the uplift prevention jig 2. By doing so, it became possible to make the notches easily and quickly.
【図1】切欠用型枠1の形状を示す斜視図。FIG. 1 is a perspective view showing the shape of a notch formwork 1. FIG.
【図2】切欠用型枠1の形状を示す斜視図。FIG. 2 is a perspective view showing the shape of the notch formwork 1.
【図3】立上部型枠3における切欠用型枠1を固定する
位置を示した斜視図。FIG. 3 is a perspective view showing a position in the upright part formwork 3 where the notch formwork 1 is fixed.
【図4】切欠用型枠1を立上部型枠3に固定した状態の
コンクリート基礎枠及び鉄筋部6の斜視図。FIG. 4 is a perspective view of the concrete foundation frame and reinforcing bars 6 in a state where the notch formwork 1 is fixed to the upright formwork 3.
【図5】切欠用型枠1を浮き上がり防止治具2で立上部
型枠3に固定した状態のコンクリート基礎枠及び鉄筋部
6の正面図と、完成したコンクリート基礎壁Aの正面
図。FIG. 5 is a front view of the concrete foundation frame and reinforcing bars 6 in a state in which the notch formwork 1 is fixed to the upright part formwork 3 with the uplift prevention jig 2, and a front view of the completed concrete foundation wall A.
【図6】コンクリート基礎壁の上端両隅部に切欠部を構
成した場合におけるコンクリート基礎壁の内部構造を示
す正面図。FIG. 6 is a front view showing the internal structure of a concrete foundation wall in a case where notches are formed at both corners of the upper end of the concrete foundation wall.
1 切欠用型枠 1a 繋止用部 2 浮き上がり防止治具 3 立上部型枠 4 立上部型枠支持板 5 ベース型枠 6 鉄筋部 7 捨てコンクリート 8 アンカーボルト A 完成後のコンクリート基礎壁 B 切欠部 1 Formwork for notch 1a Locking part 2 Lifting prevention jig 3 Standing formwork 4 Standing part formwork support plate 5 Base formwork 6 Rebar section 7 Discarded concrete 8 Anchor bolt A Concrete foundation wall after completion B Notch
Claims (1)
礎の立上部型枠3の上端内側に金属製の切欠用型枠1を
浮き上がり防止治具2で固定し、コンクリート養生後、
該切欠用型枠1及び該浮き上がり防止治具2を取り外す
ことにより切欠部を構成するコンクリート基礎の切欠部
構成装置。[Claim 1] A metal notch formwork 1 is fixed to the inside of the upper end of the standing formwork 3 of a concrete foundation using metal form with a lifting prevention jig 2, and after the concrete has cured,
A notch configuring device for a concrete foundation that configures a notch by removing the notch formwork 1 and the uplift prevention jig 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991024229U JP2560723Y2 (en) | 1991-04-12 | 1991-04-12 | Notch construction device for concrete foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991024229U JP2560723Y2 (en) | 1991-04-12 | 1991-04-12 | Notch construction device for concrete foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04119555U true JPH04119555U (en) | 1992-10-26 |
JP2560723Y2 JP2560723Y2 (en) | 1998-01-26 |
Family
ID=31909232
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991024229U Expired - Fee Related JP2560723Y2 (en) | 1991-04-12 | 1991-04-12 | Notch construction device for concrete foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2560723Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62126446U (en) * | 1986-01-31 | 1987-08-11 |
-
1991
- 1991-04-12 JP JP1991024229U patent/JP2560723Y2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62126446U (en) * | 1986-01-31 | 1987-08-11 |
Also Published As
Publication number | Publication date |
---|---|
JP2560723Y2 (en) | 1998-01-26 |
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