JP2007039935A - Mold panel structure for foundation - Google Patents

Mold panel structure for foundation Download PDF

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JP2007039935A
JP2007039935A JP2005223929A JP2005223929A JP2007039935A JP 2007039935 A JP2007039935 A JP 2007039935A JP 2005223929 A JP2005223929 A JP 2005223929A JP 2005223929 A JP2005223929 A JP 2005223929A JP 2007039935 A JP2007039935 A JP 2007039935A
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formwork panel
panel structure
communication pipe
foundation
formwork
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JP4491390B2 (en
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Yoshio Kamata
義雄 鎌田
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NIPPON KANKYO SEIZO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To realize a mold panel structure for a foundation formed by integrating a communication holes with a mold for facilitating operations at site. <P>SOLUTION: This mold panel structure for the foundation comprises a mold panel and a communication tube fitted to the mold panel and passed through a skeleton concrete. The mold panel structure comprises a cover plate having an opening with a diameter larger than the tube diameter of the communication tube and supporting the communication tube passed through the opening and a fastening means for fitting the cover plates to the mold panel. The length of the communication tube is set larger a predetermined length than a length between rib parts formed on the mold panels on both surfaces. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、基礎用型枠パネル構造体に関し、特に連通孔と型枠とが一体化される基礎用型枠パネル構造体に関する。   The present invention relates to a base formwork panel structure, and more particularly to a base formwork panel structure in which a communication hole and a formwork are integrated.

基礎工事や壁体工事等において、躯体コンクリートの立面を構成する型枠の堰板として、従来は木枠パネルが用いられていたが、近年では、作業性を高めるために金属製の型枠パネルが採用されるようになっている。金属製型枠パネルには、金属薄板を角波形に屈曲成形したキーストンプレートやリブラスなどがあり、これらは躯体コンクリートの硬化後に解体・除去することなく埋め殺し状態に放置する（いわゆる捨てパネルとする）ようにして用いられる（例えば、特許文献１参照）。   In foundation work and wall construction, wooden frame panels have been used as the dam plate of the frame that forms the vertical surface of the frame concrete. However, in recent years, metal molds have been used to improve workability. Panels are being adopted. Metal formwork panels include keystone plates and rib laths that are formed by bending a thin metal plate into a square waveform, and these are left in a buried state without being dismantled and removed after the concrete is hardened (so-called discarded panels) (See, for example, Patent Document 1).

一方、このような基礎や壁面にパイプ工事、配線工事、工事後の部材の運び出しあるいは将来のメンテナンスに備えて、連通孔を設けることが行なわれている。このような連通孔は、例えば、配管、配線、排水用の比較的径の小さいものから、いわゆる人通孔と呼ばれる作業員が通過できるようなものまで種々のものがある。しかし、このような連通孔を作業現場で基礎や壁面に作成するのは手数がかかる。特に人通孔の場合、コンクリート打設中または打設後すぐに作業員が通過できるように予め開口が必要であり、開口がない場合常に各ピットの床に開口が必要になる。この床の開口は後々塞がなければならないので非常に手間が掛かるため人通孔プレートには床の開口を少なくする効果がある。
特開平９−６０１６５号公報 On the other hand, a communication hole is provided on such a foundation or wall surface in preparation for pipe work, wiring work, carrying out a member after work, or for future maintenance. There are various types of such communication holes, for example, those having a relatively small diameter for piping, wiring, and drainage, and those through which workers called so-called human through holes can pass. However, it is troublesome to create such a communication hole on the foundation or wall surface at the work site. In particular, in the case of a through hole, an opening is required in advance so that an operator can pass through during concrete placement or immediately after placement, and when there is no opening, an opening is always required on the floor of each pit. Since this floor opening must be closed later, it is very time-consuming, so the human hole plate has the effect of reducing the floor opening.
Japanese Patent Laid-Open No. 9-60165

ところで、このような連通孔を現場で作成して木枠パネルや金属製の型枠パネルに取り付けたり、コンクリート打設後に穴を開けたりするにはそれなりの手間が必要であり、作業に時間がかかり結果的に高価なものになることが多い。
本発明はこの点を改良して、連通孔用のパイプを予め作りつけておいて、型枠パネルとともに作業時に埋め込んで埋め殺し状態で用いることで、現場での作業が容易な連通孔と型枠とが一体化された基礎用型枠パネル構造体の実現を課題とする。 By the way, creating such a communication hole on site and attaching it to a wooden frame panel or a metal formwork panel, or making a hole after placing concrete, requires a certain amount of work, and the work takes time. This often results in expensive products.
The present invention improves on this point, and a communication hole and a mold that are easy to work in the field are prepared by pre-fabricating a pipe for a communication hole and using it in a buried state together with a formwork panel. An object is to realize a foundation formwork panel structure integrated with a frame.

上記課題を解決するため、本発明の請求項１に記載の発明は、躯体コンクリートの両立面を構成する２組の型枠の堰板として用いる金属製の型枠パネルとこの型枠パネルに取り付けられ前記躯体コンクリートを貫通する連通管とを有する基礎用型枠パネル構造体であって、前記連通管の管径よりも大き目の穴径の開口を有し、この開口に前記連通管を通して前記連通管を支持するカバープレートと、このカバープレートを前記型枠パネルに取り付ける締結手段とを有し、前記型枠パネルにはその裏面又は表面側に長手方向に延びるリブ部が幅方向に所定の間隔で平行に設けられており、前記連通管は両面の前記型枠パネルのリブ部間の長さよりも所定長さ以上長い管長を有することを特徴とする。   In order to solve the above-mentioned problems, the invention according to claim 1 of the present invention is a metal formwork panel used as a dam plate for two sets of formwork constituting a coexisting surface of a frame concrete, and is attached to the formwork panel. A foundation form panel structure having a communication pipe penetrating the frame concrete, and having an opening having a hole diameter larger than a diameter of the communication pipe, and the communication pipe is connected to the opening through the communication pipe. A cover plate for supporting the tube, and fastening means for attaching the cover plate to the formwork panel. The formwork panel has rib portions extending in the longitudinal direction on the back surface or the front side thereof at a predetermined interval in the width direction. The communication pipe has a pipe length longer than a length between the rib portions of the mold panel on both sides by a predetermined length or more.

上記課題を解決するため、本発明の請求項２に記載の発明は、請求項1に記載の基礎用型枠パネル構造体において、前記連通管の切断端面を覆う保護キャップ手段を有することを特徴とする。   In order to solve the above-mentioned problems, the invention described in claim 2 of the present invention is characterized in that in the basic form panel panel structure described in claim 1, there is provided a protective cap means for covering the cut end face of the communication pipe. And

本発明の基礎用型枠パネル構造体は以上のようになっているので、型枠パネルと連通管とからなる構造体を現場で容易に構成することができると共に、躯体コンクリートの硬化後に解体・除去する必要がないので、作業全体を廉価に達成することができる。
また、連通管の切断端面を保護キャップで覆うために、建設後も切口は安全である。 Since the formwork panel structure for a foundation of the present invention is as described above, a structure composed of a formwork panel and a communication pipe can be easily configured on the site, and dismantling / Since it does not need to be removed, the entire operation can be accomplished inexpensively.
In addition, since the cut end face of the communication pipe is covered with a protective cap, the cut end is safe even after construction.

以下本発明を図を参照に詳細に説明する。
図１は本発明の基礎用型枠パネル構造体の一実施の形態の外観斜視図である。また、図２、図３および図4はこの実施の形態の型枠パネル構造体の施工手順を示す正面図、図５はこの基礎用型枠パネル構造体の平面図、図６はこの基礎用型枠パネル構造体の縦断面図である。また、図７はカバープレートの寸法を示す図表である。図１ないし図６において、符号１は型枠パネル、符号２はカバープレート、符号３は鞘管、符号４は半裁管、符号５は保護キャップ、符号６は取り付け穴である。連通管には、配線、パイプ配置用および人通管として筒状の鞘管３が、排水用には半裁管４が用いられる。鞘管３は金属管、ゴム管または塩化ビニール管が用いられる。保護キャップ５にはゴムまたは塩化ビニールを用いて、作業時、通過時の安全を図るようにしても良い。 Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is an external perspective view of an embodiment of a basic form panel structure of the present invention. 2, 3 and 4 are front views showing the construction procedure of the formwork panel structure of this embodiment, FIG. 5 is a plan view of this formwork panel structure for foundation, and FIG. 6 is for this foundation. It is a longitudinal cross-sectional view of a formwork panel structure. FIG. 7 is a chart showing the dimensions of the cover plate. 1 to 6, reference numeral 1 is a formwork panel, reference numeral 2 is a cover plate, reference numeral 3 is a sheath tube, reference numeral 4 is a semi-cut tube, reference numeral 5 is a protective cap, and reference numeral 6 is a mounting hole. For the communication pipe, a cylindrical sheath pipe 3 is used for wiring, pipe arrangement, and a human pipe, and a semi-cut pipe 4 is used for drainage. The sheath tube 3 is a metal tube, a rubber tube or a vinyl chloride tube. The protective cap 5 may be made of rubber or vinyl chloride to ensure safety during operation and passage.

型枠パネルには、裏面又は表面側に長手方向に延びるリブ部が幅方向に所定の間隔で平行に設けられおり、また、各リブ部間の略中央に位置して、リブ部と平行でかつ長手方向に延びる多数のスリットが、所定の間隔で一直線上に設けられている。リブ部はパネル強度を増大することができると共に、リブ部を相互に重ねることで型枠パネルの連結が容易になる。
また、作業現場において、型枠のコーナー部を形成する場合、工事現場の状況に応じて、型枠パネルを、その幅方向中央部に位置するスリット列の部分を所要の任意角度に折り曲げて、型枠コーナー部パネルとすることができる。 In the formwork panel, rib portions extending in the longitudinal direction on the back surface or the front surface side are provided in parallel in the width direction at predetermined intervals, and are located at substantially the center between the rib portions and in parallel with the rib portions. A large number of slits extending in the longitudinal direction are provided in a straight line at a predetermined interval. The rib portion can increase the panel strength, and it is easy to connect the formwork panels by overlapping the rib portions.
Also, when forming the corner of the formwork at the work site, depending on the situation at the construction site, bend the part of the formwork panel at the slit row located at the center in the width direction to the required arbitrary angle, It can be a formwork corner panel.

基礎用型枠パネル構造体を施工する場合には、まず、図２に示すように、型枠パネル１上の連通管としての鞘管３や半裁管４の取り付け位置に切断機を用いて取り付け穴６をあける。取り付け穴６は鞘管３および半裁管４の外径にさらに左右１０ｍｍ程度プラスした寸法を目安とする。その形状は四角形でも円形でも差し支えない。この図では２００φおよび１００φの鞘管３と１５０φの半裁管４が設けられる場合を示す。   When constructing the formwork panel structure for the foundation, first, as shown in FIG. 2, attach it to the attachment position of the sheath tube 3 or the semi-cut tube 4 as the communication pipe on the formwork panel 1 using a cutting machine. Make a hole 6. The mounting hole 6 has a dimension that is about 10 mm on the left and right sides of the outer diameters of the sheath tube 3 and the semi-cut tube 4. The shape can be square or circular. This figure shows a case where a 200φ and 100φ sheath tube 3 and a 150φ half-cut tube 4 are provided.

次に、図３に示すように、取り付け穴６内に鞘管３や半裁管４などの連通管を片側から通して駆体内に貫通させる。このとき、図５、図６に示すように、連通管を梁幅Ｄより両面でのリブ部の高さ分と突出長さ分長く切断しておき、連通管の両端が型枠パネル１のリブ部の表面から両面で５ｍｍ程度外部に出るようにする。   Next, as shown in FIG. 3, a communicating tube such as the sheath tube 3 or the half-cut tube 4 is passed through the attachment hole 6 from one side and penetrates into the driver. At this time, as shown in FIGS. 5 and 6, the communication pipe is cut longer than the beam width D by the height of the rib portion on both sides and the protruding length, and both ends of the communication pipe are formed on the formwork panel 1. The surface of the rib part should come out about 5 mm on both sides.

次に、図４に示すように両側でカバープレート２に鞘管３や半裁管４などの連通管を通し、カバープレート２をビスで型枠パネル１に固定する。カバープレート２の板圧は例えば０．４ｍｍ程度であり、鞘管３の径とカバープレート２の穴径とカバープレート２の寸法の関係は例えば図７に示す通りである。
鞘管３として用いるパイプは、例えば５０φから２００φ位までのものを用意して状況に応じて使い分ける。鞘管径の細いものは配線や配管を通すに用いられ、太いものは人が通る人通孔としても用いられる。この例では５０φから２００φの鞘管径に対し、穴径は両サイドに７．５ｍｍの隙間を置いて１５ｍｍ増し、カバープレート２の寸法は１００ｍｍ増しの正方形としている。半裁管４の場合もこれに準じた寸法、形状を採る。 Next, as shown in FIG. 4, communication pipes such as a sheath pipe 3 and a half-cut pipe 4 are passed through the cover plate 2 on both sides, and the cover plate 2 is fixed to the formwork panel 1 with screws. The plate pressure of the cover plate 2 is about 0.4 mm, for example, and the relationship between the diameter of the sheath tube 3, the hole diameter of the cover plate 2, and the dimensions of the cover plate 2 is as shown in FIG.
The pipe used as the sheath tube 3 is prepared, for example, from 50φ to 200φ and is used depending on the situation. Those having a small diameter of the sheath tube are used for passing wiring and piping, and those having a large diameter are also used as a through hole for passing a person. In this example, the diameter of the sheath tube from 50φ to 200φ is increased by 15 mm with a gap of 7.5 mm on both sides, and the size of the cover plate 2 is a square that is increased by 100 mm. In the case of the semi-cut tube 4, the size and shape according to this are adopted.

鞘管３や半裁管４などの連通管はカバープレート２の表面に粘着テープなどで仮止めした後、型枠パネル１間にコンクリートを打って躯体コンクリートを形成する。なお、鞘管３や半裁管４の切断面には、安全のために端面を覆う保護キャップ５を被せるようにしてもよい。   Communication pipes such as the sheath pipe 3 and the semi-cut pipe 4 are temporarily fixed to the surface of the cover plate 2 with an adhesive tape or the like, and then concrete is struck between the formwork panels 1 to form frame concrete. In addition, you may make it cover the protective cap 5 which covers an end surface for safety | security on the cut surface of the sheath tube 3 or the semi-cut tube 4. FIG.

このように、本発明の型枠パネル構造体によれば、梁幅Ｄが分かっておれば、予め、それに応じた連通管パイプ部を構成しておくことができ、作業現場では連通管の取り付け位置に切断機を用いて取り付け穴６を開けたり、カバープレート２をビスで固定したりする程度の作業で連通管部分を含む型枠パネル構造体を構成することができるので、現場での作業が容易で結果的に廉価に作成することができる。   Thus, according to the formwork panel structure of the present invention, if the beam width D is known, a communication pipe portion corresponding to the beam width D can be configured in advance, and the connection pipe is attached at the work site. Formwork panel structure including the communication pipe part can be constructed by the work of opening the mounting hole 6 using the cutting machine at the position and fixing the cover plate 2 with screws. Is easy and can be produced inexpensively as a result.

本発明は、型枠パネルと連通管とからなる基礎用型枠パネル構造体を現場で容易に構成可能に実現したので、大きな規模から小さな規模の建築物の建設現場で広く用いることができ、広範囲な利用が見込め、産業上の利用可能性が高い。   Since the present invention has realized a foundation formwork panel structure composed of a formwork panel and a communication pipe so that it can be easily configured on site, it can be widely used in construction sites of buildings from large scales to small scales. Wide range of use is expected, and industrial applicability is high.

本発明の基礎用型枠パネル構造体の一実施の形態の外観斜視図。The external appearance perspective view of one Embodiment of the formwork panel structure for foundations of this invention. 図１に示す基礎用型枠パネル構造体の一実施の形態の施工手順を示す正面図。The front view which shows the construction procedure of one Embodiment of the formwork panel structure for foundations shown in FIG. 図１に示す基礎用型枠パネル構造体の一実施の形態の施工手順を示す正面図。The front view which shows the construction procedure of one Embodiment of the formwork panel structure for foundations shown in FIG. 図１に示す基礎用型枠パネル構造体の一実施の形態の施工手順を示す正面図。The front view which shows the construction procedure of one Embodiment of the formwork panel structure for foundations shown in FIG. 図１に示す基礎用型枠パネル構造体の一実施の形態の平面図。The top view of one Embodiment of the formwork panel structure for foundations shown in FIG. 図１に示す基礎用型枠パネル構造体の一実施の形態の縦断面図。The longitudinal cross-sectional view of one Embodiment of the formwork panel structure for foundations shown in FIG. 図１に示す基礎用型枠パネル構造体の一実施の形態に用いられるカバープレートの寸法を示す図表。The table | surface which shows the dimension of the cover plate used for one Embodiment of the formwork panel structure for foundations shown in FIG.

符号の説明Explanation of symbols

１ 型枠パネル
２ カバープレート
３ 鞘管
４ 半裁管
５ 保護キャップ
６ 取り付け穴
1 Formwork panel 2 Cover plate 3 Sheath tube 4 Semi-cut tube 5 Protective cap 6 Mounting hole

Claims (2)

躯体コンクリートの両立面を構成する２組の型枠の堰板として用いる金属製の型枠パネルとこの型枠パネルに取り付けられ前記躯体コンクリートを貫通する連通管とを有する基礎用型枠パネル構造体であって、
前記連通管の管径よりも大き目の穴径の開口を有し、この開口に前記連通管を通して前記連通管を支持するカバープレートと、
このカバープレートを前記型枠パネルに取り付ける締結手段とを有し、
前記型枠パネルにはその裏面又は表面側に長手方向に延びるリブ部が幅方向に所定の間隔で平行に設けられており、前記連通管は両面の前記型枠パネルのリブ部間の長さよりも所定長さ以上長い管長を有することを特徴とする基礎用型枠パネル構造体。 A formwork panel structure for a foundation having a metal formwork panel used as a dam plate for two sets of formwork constituting a compatible surface of the frame concrete, and a communication pipe attached to the formwork panel and penetrating the frame concrete. Because
A cover plate that has an opening with a hole diameter larger than the diameter of the communication pipe, and supports the communication pipe through the communication pipe in the opening;
Fastening means for attaching the cover plate to the formwork panel;
The mold panel is provided with rib portions extending in the longitudinal direction on the back surface or the front side thereof in parallel in the width direction at a predetermined interval, and the communication pipe has a length between the rib portions of the mold panel on both sides. A base formwork panel structure characterized by having a tube length longer than a predetermined length. 前記連通管の切断端面を覆う保護キャップ手段を有することを特徴とする請求項1に記載の基礎用型枠パネル構造体。 2. The formwork panel structure for a foundation according to claim 1, further comprising protective cap means for covering a cut end surface of the communication pipe.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017180075A (en) * 2016-03-24 2017-10-05 日鐵住金建材株式会社 Repair method and repair structure for steel sheet pile, and filler material leakage preventing member used with the same
JP2021123908A (en) * 2020-02-04 2021-08-30 フジプレコン株式会社 Buried concrete foundation

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017180075A (en) * 2016-03-24 2017-10-05 日鐵住金建材株式会社 Repair method and repair structure for steel sheet pile, and filler material leakage preventing member used with the same
JP2021123908A (en) * 2020-02-04 2021-08-30 フジプレコン株式会社 Buried concrete foundation
JP7362069B2 (en) 2020-02-04 2023-10-17 フジプレコン株式会社 Buried type concrete foundation

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