JPH0514233U - Basic formwork for underfloor communication port - Google Patents

Basic formwork for underfloor communication port

Info

Publication number
JPH0514233U
JPH0514233U JP6231091U JP6231091U JPH0514233U JP H0514233 U JPH0514233 U JP H0514233U JP 6231091 U JP6231091 U JP 6231091U JP 6231091 U JP6231091 U JP 6231091U JP H0514233 U JPH0514233 U JP H0514233U
Authority
JP
Japan
Prior art keywords
communication port
formwork
underfloor
underfloor communication
concrete
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
JP6231091U
Other languages
Japanese (ja)
Inventor
佳宏 影山
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP6231091U priority Critical patent/JPH0514233U/en
Publication of JPH0514233U publication Critical patent/JPH0514233U/en
Pending legal-status Critical Current

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

Abstract

(57)【要約】 【目的】 本考案は、建築物の基礎施工時に床下連絡口
を構成する為に設ける型枠において、型枠底部の下面に
もコンクリートが充填され、しかも型枠引き抜きの容易
な型枠を構成するものである。 【構成】 建築物の基礎施工時に床下連絡口を構成する
為に、基礎型枠3の中に嵌装する床下連絡口用型枠1に
おいて、下部には隅切部1a、側面には傾斜部1bを構
成したものである。
(57) [Summary] [Objective] The present invention is a formwork that is provided to form an underfloor communication port during foundation construction of a building, in which the bottom surface of the formwork bottom is also filled with concrete, and the formwork can be easily pulled out. This is what constitutes a simple formwork. [Constitution] In the underfloor communication port formwork 1 fitted in the foundation formwork 3 to form an underfloor communication port at the time of foundation construction of a building, a corner cut portion 1a is formed on the lower side and an inclined portion is formed on the side surface. 1b is configured.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、住宅等の建築物の基礎における間仕切り部に床下連絡口を構成する 為の型枠の改善に関する。 The present invention relates to an improvement of a formwork for forming an underfloor communication port in a partition part in a foundation of a building such as a house.

【0002】[0002]

【従来の技術】[Prior Art]

従来技術について、図7,図8,図9により説明する。図7は従来の床下連絡 用型枠を基礎型枠に配置した状態を示す正面図、図8は同じく斜視図、図9は図 7の状態にコンクリートを打設した状態を示す図である。 The conventional technique will be described with reference to FIGS. 7, 8 and 9. FIG. 7 is a front view showing a state in which a conventional underfloor connecting form is placed on a base form, FIG. 8 is a perspective view of the same, and FIG. 9 is a view showing a state in which concrete is placed in the state of FIG.

【0003】 従来、床下連絡口の構成方法としては、図7及び図8に示す如く、コンクリー ト基礎内に埋設する鉄筋Tを配設した後の基礎型枠施工時に、専用の型枠を配置 した後、コンクリートを打設して構成していた。即ち、仕切板4の上部に付設し た係止部4aを、メタルフォーム(金属製型枠)等の基礎型枠3・3の上部に係 止して仕切板4・4を構成しようとする床下連絡口の両側面に当たる位置に配置 し、該仕切板間の底部に木材5を横架して型枠を構成する。底部の木材5にはコ ンクリート打設後に浮き上がるのを防止する為に上から土を被せる等の処置をす る。この様に型枠を構成した後、コンクリートを打設し、養生後型枠を脱却して 基礎及び床下連絡口を構成していたのである。Conventionally, as a method of constructing an underfloor communication port, as shown in FIGS. 7 and 8, a dedicated formwork is arranged at the time of constructing a base formwork after arranging a reinforcing bar T to be buried in a concrete foundation. After that, it was constructed by placing concrete. That is, the locking portion 4a attached to the upper part of the partition plate 4 is to be locked to the upper part of the basic formwork 3/3 such as metal foam (metal formwork) to form the partition plate 4/4. The formwork is formed by arranging it at a position corresponding to both sides of the underfloor communication port, and horizontally mounting the wood 5 on the bottom part between the partition plates. The bottom wood 5 is covered with soil or the like to prevent it from floating after the concrete is set. After constructing the formwork in this way, concrete was poured, and after curing the formwork was removed to form the foundation and underfloor communication port.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、従来の型枠はコの字形なので、図9の如く底部の木材5の下において コンクリートが廻り切らない事があり、底部が不完全な床下連絡口を構成してし まうという不具合が生じてしまうのである。また、該型枠は脱却の構造上三つの 部材より構成されているが、コンクリート養生後、三つの部材を一々順々に取り 外さなければならないので、煩わしい作業となってしまうのである。 However, since the conventional formwork is U-shaped, concrete may not be able to go around underneath the wood 5 at the bottom, as shown in Fig. 9, resulting in the problem that the bottom forms an underfloor communication port. It will end up. Further, the formwork is composed of three members due to the structure of the removal, but after the concrete is cured, the three members must be removed one after another, which is a troublesome work.

【0005】[0005]

【課題を解決する為の手段】 本考案は、以上のような不具合を解消する為に次のような手段を用いるもので ある。即ち、建築物の基礎施工時に床下連絡口を構成する為に、基礎型枠3の内 部に嵌装配置する床下連絡口用型枠1において、該床下連絡口用型枠1の下部に は隅切部1a、側面には傾斜部1bを設けたものである。[Means for Solving the Problems] The present invention uses the following means in order to solve the above problems. That is, in order to form an underfloor communication port at the time of foundation construction of a building, in the underfloor communication port form 1 which is fitted and arranged inside the basic formwork 3, the lower part of the underfloor communication port form 1 is The corner cut portion 1a and the inclined portion 1b are provided on the side surface.

【0006】[0006]

【作用】[Action]

次に作用を説明する。即ち、床下連絡口用型枠1において底部に隅切部1aを 構成した事により、打設したコンクリートが型枠底部の下面にまで充填され、コ ンクリート養生後、底部表面が平面状で型崩れのない綺麗な床下連絡口を構成す る。また、隅切部1aは打設したコンクリートの圧力を分散して型枠の浮き上が りを防止する機能も有している。また、床下連絡口用型枠1は、両側面に傾斜部 1bを構成しているので、コンクリート養生後、両側面間の広い方に型枠を引き 抜く事によって容易に型枠脱却が行える。 Next, the operation will be described. That is, since the corner cut portion 1a is formed at the bottom of the underfloor communication port form 1, the cast concrete is filled up to the lower surface of the form bottom, and after concrete curing, the bottom surface is flat and the shape collapses. Configure a clean underfloor communication port without Further, the corner cut portion 1a also has a function of dispersing the pressure of the poured concrete to prevent the formwork from floating. Further, since the underfloor communication port form 1 has inclined portions 1b on both sides, the form can be easily removed by pulling out the form on the wide side between both sides after concrete curing.

【0007】[0007]

【実施例】【Example】

本考案の解決すべき課題及び解決する為の手段は以上の如くであり、次に添付 の図面による本考案による実施例の構成について説明する。図1は本考案の床下 連絡口用型枠1を基礎型枠3に配置し、コンクリートを打設した状態を示す正面 図、図2は床下連絡口用型枠1を基礎型枠3に配置した状態を示す斜視図、図3 は床下連絡口用型枠1の正面図、図4は同じく平面図、図5は同じく側面図、図 6は床下連絡口を設けたコンクリート基礎の完成後の状態を示す斜視図である。 The problems to be solved and the means for solving the problems of the present invention are as described above. Next, the structure of the embodiments according to the present invention will be described with reference to the accompanying drawings. FIG. 1 is a front view showing a state in which the underfloor communication port form 1 of the present invention is placed on a foundation form 3 and concrete is poured, and FIG. 2 is an underfloor communication port form 1 on the foundation form 3. Fig. 3 is a front view of the underfloor communication port form 1, Fig. 4 is a plan view of the same, Fig. 5 is a side view of the same, and Fig. 6 shows a concrete foundation with an underfloor communication port after completion. It is a perspective view showing a state.

【0008】 本考案の床下連絡口用型枠1により構成しようとする床下連絡口は図6に示す 如きものであり、建築物のコンクリート基礎の間仕切り部に構成するのである。 これは、図1に示す如く、コンクリート基礎に埋設する鉄筋Tを配置した後に基 礎型枠3を施工する際、該床下連絡口用型枠1を後記の方法にて配設し、その後 コンクリートを打設して養生後に型枠を取り外す事によって構成されるものであ る。The underfloor communication port to be constructed by the underfloor communication port form 1 of the present invention is as shown in FIG. 6, and is constructed in the partition part of the concrete foundation of the building. As shown in FIG. 1, when arranging the reinforcing bars T to be embedded in the concrete foundation and then constructing the foundation form 3, the underfloor communication port form 1 is arranged by the method described below, and then the concrete is formed. It is constructed by placing and removing the formwork after curing.

【0009】 図1乃至図5にて床下連絡口用型枠1の構成を説明する。両側面は傾斜部1b となっており、即ち、床下連絡口の側面を片方に開いた形状に構成する。このよ うに構成する事により、コンクリート養生後において該床下連絡口用型枠1を側 面の開いている向きに引き抜く事によって容易に型枠の脱却ができるのである。 また、下部には隅切部1aを構成しており、コンクリート打設の際に図1の如く 型枠底部の下側にもコンクリートが充填され、底部が平面状できれいな床下連絡 口を構成することができるのである。隅切部1aは、打設した後に型枠を圧迫す るコンクリートの圧力を分散する機能も有しており、該型枠が浮き上がって完成 後の床下連絡口が変形する事を防止している。尚、床下連絡口用型枠1の底部に は底穴1cが開口しており、コンクリート打設の際、コンクリートが該型枠の底 部の下面まで充填されているか確認する事が出来るのである。The configuration of the underfloor communication port form 1 will be described with reference to FIGS. 1 to 5. Both side surfaces are inclined portions 1b, that is, the side surfaces of the underfloor communication port are formed so as to open to one side. With this structure, after the concrete is cured, it is possible to easily remove the formwork by pulling out the underfloor communication port formwork 1 in the direction in which the side surface is open. In addition, a corner cut portion 1a is formed in the lower part, and concrete is also filled in the lower side of the bottom of the formwork as shown in FIG. 1 when pouring concrete to form a clean underfloor communication port with a flat bottom. You can do it. The corner cut portion 1a also has a function of dispersing the pressure of the concrete that presses the formwork after it is placed, and prevents the formwork from floating and deforming the underfloor communication port after completion. .. In addition, a bottom hole 1c is opened in the bottom of the underfloor communication port form 1, so that it is possible to confirm whether concrete is filled up to the lower surface of the bottom of the form when pouring concrete. ..

【0010】 床下連絡口用型枠1は、図1,図2に示す如く、コンクリート基礎内に埋設す る鉄筋Tを配設した後に片側の基礎型枠3を立設し、該床下連絡口用型枠1の両 側面上部に付設した係止部1dを基礎型枠3の上部に係止し、もう一方の基礎型 枠3を該床下連絡口用型枠1を挟持する形に立設する事により配設される。該床 下連絡口用型枠1の上部両側面間には型枠棒2が横設されており、該型枠の配置 やコンクリート養生後の該型枠の引き抜きの際、該型枠棒2を持つことによって 作業が楽に行う事ができる。また、該型枠棒2は、床下連絡口用型枠1の両側面 がコンクリート打設の際に浮き上がらないように固定する機能も有しているので ある。As shown in FIGS. 1 and 2, the underfloor communication port form 1 is provided with a reinforcing bar T to be embedded in a concrete foundation, and then one side of the foundation form 3 is erected, and the underfloor communication port is formed. The locking parts 1d attached to the upper portions of both side surfaces of the working formwork 1 are locked to the upper part of the base formwork 3, and the other base formwork 3 is erected so as to sandwich the underfloor communication port formwork 1. It is installed by doing. Form bar 2 is laterally provided between both upper side surfaces of the underfloor communication port form 1, and the form bar 2 is arranged at the time of disposing the form or pulling out the form after concrete curing. The work can be done easily by holding. Further, the mold bar 2 also has a function of fixing both side surfaces of the underfloor communication port mold 1 so as not to be lifted up during concrete pouring.

【0011】[0011]

【考案の効果】[Effect of the device]

本考案は以上のように構成したことにより、次のような効果を奏するものであ る。即ち、床下連絡口用型枠1において底部に隅切部1aを構成した事により、 打設したコンクリートが型枠底部の下面にまで充填され、コンクリート養生後、 底部表面が平面状で型崩れのない綺麗な床下連絡口を構成することができる。ま た、隅切部1aは打設したコンクリートの圧力を分散して型枠の浮き上がりを防 止する機能も有している。 The present invention has the following effects by being configured as described above. That is, by forming the corner cut portion 1a at the bottom of the underfloor communication port form 1, the poured concrete is filled up to the lower surface of the form bottom, and after the concrete is cured, the bottom surface is flat and the You can configure a beautiful underfloor communication port. Further, the corner cut portion 1a also has a function of dispersing the pressure of the poured concrete to prevent the formwork from rising.

【0012】 また、床下連絡口用型枠1は、両側面に傾斜部1bを構成しているので、コン クリート養生後、両側面間の広い方に型枠を引き抜く事によって容易に型枠脱却 ができるのである。Further, since the underfloor communication port form 1 has inclined portions 1b on both sides, it can be easily removed by pulling out the form to a wide space between both sides after concrete curing. Can be done.

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

【図1】本考案の床下連絡口用型枠1を基礎型枠3に配
置し、コンクリートを打設した状態を示す正面図であ
る。
FIG. 1 is a front view showing a state where an underfloor communication port form 1 of the present invention is placed on a base form 3 and concrete is poured.

【図2】床下連絡口用型枠1を基礎型枠3に配置した状
態を示す斜視図である。
FIG. 2 is a perspective view showing a state in which the underfloor communication port mold 1 is arranged on a base mold 3.

【図3】床下連絡口用型枠1の正面図である。FIG. 3 is a front view of the underfloor communication port form 1.

【図4】同じく平面図である。FIG. 4 is a plan view of the same.

【図5】同じく側面図である。FIG. 5 is a side view of the same.

【図6】床下連絡口を設けたコンクリート基礎の完成後
の状態を示す斜視図である。
FIG. 6 is a perspective view showing a state after completion of a concrete foundation provided with an underfloor communication port.

【図7】従来の床下連絡用型枠を基礎型枠に配置した状
態を示す正面図である。
FIG. 7 is a front view showing a state in which a conventional underfloor connecting mold is placed on a base mold.

【図8】同じく斜視図である。FIG. 8 is a perspective view of the same.

【図9】図7の状態にコンクリートを打設した状態を示
す図である。
FIG. 9 is a view showing a state where concrete is placed in the state shown in FIG.

【符号の説明】[Explanation of symbols]

1 床下連絡口用型枠 1a 隅切部 1b 傾斜部 2 型枠棒 3 基礎型枠 T 鉄筋 1 Formwork for underfloor communication port 1a Corner cut part 1b Inclined part 2 Formwork bar 3 Basic formwork T Rebar

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 建築物の基礎施工時に床下連絡口を構成
する為に、基礎型枠3の内部に嵌装配置する床下連絡口
用型枠1において、該床下連絡口用型枠1の下部には隅
切部1aを、側面には傾斜部1bを設けたことを特徴と
する床下連絡口用基礎型枠。
1. A lower part of the underfloor communication port form 1 in an underfloor communication port form 1 which is fitted and arranged inside a basic form 3 to form an underfloor communication port during the foundation construction of a building. A base formwork for an underfloor communication port, characterized in that a corner cut portion 1a is provided on the side and an inclined portion 1b is provided on the side surface.
JP6231091U 1991-08-07 1991-08-07 Basic formwork for underfloor communication port Pending JPH0514233U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6231091U JPH0514233U (en) 1991-08-07 1991-08-07 Basic formwork for underfloor communication port

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6231091U JPH0514233U (en) 1991-08-07 1991-08-07 Basic formwork for underfloor communication port

Publications (1)

Publication Number Publication Date
JPH0514233U true JPH0514233U (en) 1993-02-23

Family

ID=13196437

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6231091U Pending JPH0514233U (en) 1991-08-07 1991-08-07 Basic formwork for underfloor communication port

Country Status (1)

Country Link
JP (1) JPH0514233U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023001675A (en) * 2021-06-21 2023-01-06 積水ハウス株式会社 Partition bracket and construction method of foundation of building
JP2023007698A (en) * 2021-07-02 2023-01-19 積水ハウス株式会社 Partition tool, and manufacturing method of foundation of building

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5629582A (en) * 1979-08-16 1981-03-24 Daicel Chem Ind Ltd Stabilization of glycidol

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5629582A (en) * 1979-08-16 1981-03-24 Daicel Chem Ind Ltd Stabilization of glycidol

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023001675A (en) * 2021-06-21 2023-01-06 積水ハウス株式会社 Partition bracket and construction method of foundation of building
JP2023007698A (en) * 2021-07-02 2023-01-19 積水ハウス株式会社 Partition tool, and manufacturing method of foundation of building

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