JP2006037542A - Frame plate holder for form of base concrete - Google Patents

Frame plate holder for form of base concrete Download PDF

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JP2006037542A
JP2006037542A JP2004219966A JP2004219966A JP2006037542A JP 2006037542 A JP2006037542 A JP 2006037542A JP 2004219966 A JP2004219966 A JP 2004219966A JP 2004219966 A JP2004219966 A JP 2004219966A JP 2006037542 A JP2006037542 A JP 2006037542A
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separator
frame plate
holder
concrete
piece
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JP4348250B2 (en
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Toshihiko Santo
利彦 山東
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a frame plate holder for a form of base concrete, easy in installation, and reducing cost, without using an excessive part, in the frame plate holder for holding a frame plate for the form for simultaneously preparing the base concrete of a house and an underfloor concrete layer. <P>SOLUTION: This frame plate holder has a separation holder 2 screw-fastened to a vertical reinforcement 15 of a rising reinforcement 14 embedded in the base concrete so as to be vertically movable, and a separator 1 installed in the separation holder 2 by screw-fastening. The separator 1 forms recessed grooves 3 and 3 fitted with the frame plate lower end in both side parts, and can be cut off by arranging cutouts 17 and 17 in a recessed groove bottom position in tip side pieces 4 and 4. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は住宅等の基礎コンクリートを造成する場合に、枠板を簡単に配置して型枠を構成することが出来る枠板のホルダーに関するものである。   The present invention relates to a frame plate holder that can easily form a frame by arranging frame plates when building concrete such as a house.

基礎コンクリートは概略逆T型断面を成し、この基礎コンクリートは所定の型枠にコンクリートを流し込んで造成される。この場合、型枠はベニヤ板を一定間隔をおいて垂直に併設して基礎コンクリートのベースを造り、該ベース上に同じく間隔を狭くした立ち上がり用型枠を設置してコンクリートを流し込んでいる。従って、ベースと立ち上がりをそれぞれ別々に造成しなくてはならず、上記型枠の組立て作業が面倒であるだけでなく、基礎コンクリートの造成を一度に行う場合に比べて該型枠の製作やコンクリートの流し込み作業に要する工数は約2倍に成ってしまう。   The foundation concrete has an approximately inverted T-shaped cross section, and this foundation concrete is formed by pouring concrete into a predetermined formwork. In this case, the base frame is made of a base concrete with a plywood board arranged vertically at a predetermined interval, and a concrete form is poured on the base frame by setting up a rising base frame having a narrow interval. Therefore, the base and the rise must be created separately, and not only the assembly work of the above-mentioned formwork is troublesome, but also the production of the formwork and concrete as compared with the case where the foundation concrete is made at once. The number of man-hours required for the pouring operation is approximately doubled.

そして、近年では床下全面をコンクリート面として、地面からの水分の上昇を防止し(防湿し)、防湿処理をすることで白アリの発生を防止している。従って、この場合には上記基礎コンクリートを造成した後で、さらに床下となる地面にコンクリート層を造成している訳であって、3回にわたってコンクリートの流し込み作業が行われる。   In recent years, the entire surface under the floor has been used as a concrete surface to prevent moisture from rising from the ground (moisture-proofing) and to prevent the occurrence of white ants by performing moisture-proofing treatment. Therefore, in this case, after the foundation concrete is created, a concrete layer is created on the ground below the floor, and the concrete pouring operation is performed three times.

そこで、作業工数を削減する為に、基礎コンクリートと床下コンクリート層を同時に造成出来るようにした型枠が近年において一部で使用されている。図5はその具体例であり、枠板(イ)、(ロ)を保持する為の保持具が用いられている。ベース(ハ)には一方の枠板(イ)が起立し、この枠板(イ)には枠板ホルダー(ニ)がネジ止めされて水平に延び、先端には他の枠板(ロ)が支持されている。そして両枠板(イ)、(ロ)の上端には連結具(ホ)が載って連結され、両枠板(イ)、(ロ)間にコンクリートが流し込まれて基礎コンクリートAが造成される。   Therefore, in order to reduce the work man-hours, in recent years, a part of the formwork that allows the foundation concrete and the underfloor concrete layer to be simultaneously formed has been used. FIG. 5 shows a specific example in which a holding tool for holding the frame plates (A) and (B) is used. One frame plate (a) stands up on the base (c), and a frame plate holder (d) is screwed to the frame plate (a) to extend horizontally, with the other frame plate (b) at the tip. Is supported. Then, a connecting tool (e) is placed on and connected to the upper ends of both frame plates (b) and (b), and concrete is poured between the frame plates (b) and (b) to form foundation concrete A. .

一方、内側には別の基礎コンクリートBを造成する為の枠板(ヘ)、(ヘ)が枠板ホルダー(ト)に載って起立している。ところで、基礎コンクリートA、Bを造成する為に枠板(イ)、(ロ)及び枠板(ヘ)、(ヘ)に流し込まれるコンクリートの一部は枠板下方から流れ出て床下コンクリート層Cとなる。   On the other hand, the frame plates (f) and (f) for forming another foundation concrete B stand on the frame plate holder (g). By the way, a part of the concrete poured into the frame plates (b) and (b) and the frame plates (f) and (f) to form the foundation concrete A and B flows out from the lower side of the frame plate to form the underfloor concrete layer C. Become.

ところで、上記基礎コンクリートAを造成する為の枠板(ロ)を支える枠板ホルダー(ニ)は枠板(イ)にネジ止めされて片持ち支持状態にあって、先端に枠板(ロ)を載せることで安定しない。又枠板(イ)、(ロ)間に流し込まれたコンクリートが固まったところで、枠板(イ)、(ロ)は取外され、基礎コンクリートAの側面から突出したボルト(チ)は折断される。   By the way, the frame plate holder (d) that supports the frame plate (b) for forming the above-mentioned basic concrete A is screwed to the frame plate (b) and is in a cantilevered state, and the frame plate (b) at the tip It is not stable by putting Also, when the concrete poured between the frame plates (b) and (b) has hardened, the frame plates (b) and (b) are removed, and the bolts (h) protruding from the side of the foundation concrete A are broken. The

図6は枠体ホルダー(ニ)の基部を示す詳細図であるが、(a)は枠板ホルダー(ニ)のボルト(チ)が枠板(イ)にナット(リ)で固定されている場合であり、点線で示しているナット(リ)を外して枠板(イ)を取除き、そして基礎コンクリート側面から突出したボルト(チ)は折断される。そして(b)に示すように基礎コンクリート側面にはモルタル(ヌ)が塗られる。しかし、薄いモルタル層に浸透した雨水は折断されたボルトまで達して、該ボルト(チ)がサビ、コンクリートにヒビや割れが発生する。   FIG. 6 is a detailed view showing the base of the frame holder (d). FIG. 6 (a) shows the bolts (c) of the frame plate holder (d) fixed to the frame plate (a) with nuts (re). In this case, the nut (re) shown by the dotted line is removed to remove the frame plate (b), and the bolt (h) protruding from the side of the foundation concrete is broken. And as shown in (b), mortar (nu) is applied to the side of the foundation concrete. However, rainwater that has penetrated into the thin mortar layer reaches the broken bolt, and the bolt (chi) rusts and cracks and cracks occur in the concrete.

又、図5に示す基礎コンクリートには図示していないが、基礎コンクリートA及び基礎コンクリートB、さらには床下コンクリートCには鉄筋が埋着されている。すなわち、床下コンクリート層Cの土間鉄筋、及び基礎コンクリートA,Bの立上がり鉄筋が組み付けされた状態で図5のように型枠が組み立てられ、そしてコンクリートが該型枠に流し込まれる。   Further, although not shown in the basic concrete shown in FIG. 5, reinforcing bars are embedded in the basic concrete A and the basic concrete B, and further, the underfloor concrete C. That is, the formwork is assembled as shown in FIG. 5 in a state where the interstitial reinforcing bars of the underfloor concrete layer C and the rising reinforcing bars of the basic concrete A and B are assembled, and the concrete is poured into the formwork.

このように、従来では床下の土間鉄筋及び基礎コンクリートの立上がり鉄筋と切り離されて型枠の組立てが行われる。従って、枠板以外の余分な数多くの部品が必要と成り、住宅の基礎工事には時間がかかり、必然的に費用も高く成ってしまう。
特開2002−138489号に係る「基礎コンクリートの型枠用枠板ホルダー」
As described above, conventionally, the formwork is assembled by being separated from the interstitial rebar under the floor and the rising reinforcing bar of the foundation concrete. Accordingly, many extra parts other than the frame plate are required, and the foundation construction of the house takes time and inevitably increases the cost.
“Frame plate holder for foundation concrete formwork” according to Japanese Patent Application Laid-Open No. 2002-138489

このように、従来の基礎コンクリートの型枠構造には上記のごとき問題がある。本発明が解決しようとする課題はこの問題点であり、型枠の組立てが容易であって、しかも枠板を安定して保持することが出来、一方では立上がり鉄筋に対しての基礎コンクリートの位置が調整できる基礎コンクリートの型枠を構成する枠板ホルダーを提供する。   Thus, the conventional foundation concrete formwork has the above-mentioned problems. The problem to be solved by the present invention is this problem, the assembly of the formwork is easy, and the frame plate can be stably held, while the position of the foundation concrete with respect to the rising rebar. Provides a frame plate holder that forms the foundation concrete formwork that can be adjusted.

本発明に係る基礎コンクリートの型枠用枠板ホルダーは、基礎コンクリートに埋着される立上がり鉄筋の縦筋にセパホルダーを取着し、該セパホルダーにはセパレータを保持することが出来る。セパホルダーの両側端部には凹溝が形成され、枠板の下端は凹溝に嵌って位置決めされて垂直に起立する。   The form plate holder for formwork of basic concrete according to the present invention can attach a separator holder to the vertical bars of the rising reinforcing bars embedded in the basic concrete, and can hold a separator on the separator holder. Concave grooves are formed at both end portions of the separator holder, and the lower end of the frame plate is positioned by being fitted into the concave grooves and vertically stands.

上記セパホルダーにはセパホルダー固定ネジが設けられ、該セパホルダー固定ネジを弛めることでセパホルダーは縦筋に沿って上下動し、適当な高さで固定される。同じく、セパホルダーに保持されるセパレータは左右方向にスライドすることが出来、セパホルダーを中心として左右に延びるセパレータの長さは調整可能としている。該セパレータはセパホルダーに設けているセパレータ固定ネジによって所定の位置に固定される。   The separator holder is provided with a separator holder fixing screw. By loosening the separator holder fixing screw, the separator holder moves up and down along the vertical stripe and is fixed at an appropriate height. Similarly, the separator held by the separator holder can slide in the left-right direction, and the length of the separator extending from side to side around the separator holder can be adjusted. The separator is fixed at a predetermined position by a separator fixing screw provided in the separator holder.

このように構成される型枠にコンクリートが流し込まれ、硬化したところで枠板を取外した場合、セパレータの先端一部が床下コンクリート面から突出する。そこで、この突出部を後で削除する為にセパレータの両先端凹溝底の位置に切欠きを形成している。従って、この切欠きを介して先端側片は削除される。   When the concrete is poured into the mold configured as described above and the frame plate is removed when it is cured, a part of the tip of the separator protrudes from the concrete surface under the floor. Therefore, in order to delete this protrusion later, a notch is formed at the position of the bottom of both ends of the separator. Therefore, the tip side piece is deleted through this notch.

本発明に係る基礎コンクリートの型枠用枠板ホルダーは、基礎コンクリートの立上がり鉄筋にセパレータが取付けられ、該セパレータの両側端凹溝に枠板が嵌って起立することが出来る。従って、型枠の組立てが簡単で短時間で行うことが出来、縦筋を利用してセパレータを取付けることで余分な取付け部品が要らなくなる。そして、セパレータはセパホルダーのネジを緩めて上下位置が調整でき、又、縦筋を中心としてセパレータの左右方向へ延びる長さを適度に調整できる。   In the frame plate holder for formwork of the basic concrete according to the present invention, the separator is attached to the rising reinforcing bar of the basic concrete, and the frame plate can fit into the recessed grooves on both sides of the separator and can stand up. Therefore, assembling of the mold is easy and can be performed in a short time, and no extra mounting parts are required by attaching the separator using the vertical stripes. The separator can be adjusted in the vertical position by loosening the screws of the separator holder, and the length of the separator extending in the left-right direction around the vertical stripe can be adjusted appropriately.

従って、基礎コンクリートに埋着される立上がり鉄筋の位置が自由に調整可能と成る。又、セパレータの高さもセパホルダーを縦筋に沿って上下動することが可能である為に、床下コンクリートの厚さを調整することが出来る。一方、セパレータの側端の側片は床下コンクリート面から突出するが、該側片は切欠きにて簡単に削除することが出来る。   Therefore, the position of the rising reinforcing bar embedded in the foundation concrete can be freely adjusted. Moreover, since the height of the separator can be moved up and down along the vertical stripes, the thickness of the concrete under the floor can be adjusted. On the other hand, the side piece at the side end of the separator protrudes from the underfloor concrete surface, but the side piece can be easily removed by a notch.

図1は本発明に係る基礎コンクリートの型枠用枠板ホルダーを示す実施例であって、同図の1はセパレータ、2はセパホルダーを表している。該セパレータ1は鋼板を切断して製作され、両側端部には凹溝3,3を有し、先端には側片4,4を起立している。そしてセパホルダー2は、同図(c)に表しているように概略コ型を成し、上片5、後片6、下片7、及び前片8を有している。   FIG. 1 shows an embodiment of a formwork frame plate holder for foundation concrete according to the present invention, in which 1 denotes a separator and 2 denotes a separator holder. The separator 1 is manufactured by cutting a steel plate, has concave grooves 3 and 3 at both end portions, and has side pieces 4 and 4 upright at the tip. The separator holder 2 is substantially U-shaped as shown in FIG. 2C, and has an upper piece 5, a rear piece 6, a lower piece 7, and a front piece 8.

上片5と下片7には側端か切込んだ切欠き溝9,9が形成され、切欠き溝9,9の底部前側には嵌合溝10,10を設けている。そして、前片8に設けたネジ穴にはセパレータ固定ネジ11が螺合し、後片6のネジ穴にはセパホルダー固定ネジ12が螺合している。   The upper piece 5 and the lower piece 7 are formed with notched grooves 9, 9 cut into the side edges, and fitting grooves 10, 10 are provided in front of the bottom of the notched grooves 9, 9. A separator fixing screw 11 is screwed into a screw hole provided in the front piece 8, and a separator holder fixing screw 12 is screwed into a screw hole in the rear piece 6.

ところで、図1に示すように、セパレータ1はセパホルダー2の上片5と下片7との間に挟まれた状態で取付けられている。実際には上記セパホルダー2を基礎コンクリートの立上がり鉄筋の縦筋に取着し、この状態で上記セパレータ1を上片5と下片7との間に嵌めて取付けられる。   By the way, as shown in FIG. 1, the separator 1 is attached in a state of being sandwiched between the upper piece 5 and the lower piece 7 of the separator holder 2. In practice, the separator holder 2 is attached to the vertical reinforcing bars of the foundation concrete, and the separator 1 is fitted between the upper piece 5 and the lower piece 7 in this state.

図2は上記基礎コンクリートの型枠用枠板ホルダーを縦筋に固定した場合を示している。床下の土間には土間鉄筋13が敷設され、そして土間鉄筋13から立上がり鉄筋14が起立して所定方向へ延びている。この立上がり鉄筋14を構成する縦筋15に枠板ホルダーが一定間隔をおいて固定される。そして、固定されたセパレータ1の両側端部には枠板が載って起立し、型枠が構成される。   FIG. 2 shows a case in which the above-mentioned foundation concrete formwork frame plate holder is fixed to the longitudinal bars. The interstitial rebar 13 is laid between the soils under the floor, and the rising rebar 14 rises from the interstitial rebar 13 and extends in a predetermined direction. The frame plate holder is fixed to the vertical bars 15 constituting the rising reinforcing bars 14 at regular intervals. Then, a frame plate is placed on both end portions of the fixed separator 1 and stands to form a mold.

図3は縦筋15の固定した枠板ホルダーの詳細を示しているが、セパレータ1は該セパホルダー2の上片5及び下片7に形成した切欠き溝9に縦筋15を挿入すると共に嵌合溝10へ縦筋15を嵌めてセパホルダー固定ネジ12を締め付けて固定することが出来る。嵌合溝10に縦筋15が嵌ることでセパホルダー2は位置決めされ、この状態で後片6に設けているセパホルダー固定ネジ12を締付けて縦筋15を押圧することでセパホルダー2は滑り落ちることなく縦筋15に固定される。   FIG. 3 shows details of the frame plate holder to which the vertical stripe 15 is fixed. The separator 1 inserts the vertical stripe 15 into the notch groove 9 formed in the upper piece 5 and the lower piece 7 of the separator holder 2. The vertical stripe 15 can be fitted into the fitting groove 10 and the separator holder fixing screw 12 can be fastened and fixed. The separator holder 2 is positioned by fitting the vertical stripe 15 into the fitting groove 10, and in this state, the separator holder 2 is slid down by pressing the vertical stripe 15 by tightening the separator holder fixing screw 12 provided on the rear piece 6. It is fixed to the vertical stripes 15 without.

そこで、セパホルダー固定ネジ12を弛めることで、セパホルダー2を上下動することが出来、その高さは自由に調整可能と成る。一方、セパレータ1は上片5及び下片7との間に嵌め、セパレータ固定ネジ11を締めるならば、セパレータ1は縦筋15との間に挟まれて固定される。ここで、セパレータ固定ネジ11を締めるならば、セパホルダー2の上片5及び下片7に沿って左右にスライドし、セパホルダー2を中心として左右方向へ延びるセパレータ1の長さは自由に調整できる。   Therefore, by loosening the separator holder fixing screw 12, the separator holder 2 can be moved up and down, and its height can be freely adjusted. On the other hand, when the separator 1 is fitted between the upper piece 5 and the lower piece 7 and the separator fixing screw 11 is tightened, the separator 1 is sandwiched and fixed between the vertical bars 15. Here, if the separator fixing screw 11 is tightened, the length of the separator 1 that slides left and right along the upper piece 5 and the lower piece 7 of the separator holder 2 and that extends in the left-right direction around the separator holder 2 is freely adjusted. it can.

基礎コンクリートに埋着される立上がり鉄筋14は中央に位置しているのが一般的であるが、時には一方側へ片寄った位置に立上がり鉄筋14を埋着する場合もあり、本発明の枠板ホルダーではセパレータ1は立上がり鉄筋14を中心として左右方向への突出長さを自由に変えることが出来、その結果、立上がり鉄筋14からの枠板までの距離を調整できる。   The rising rebar 14 embedded in the foundation concrete is generally located in the center, but sometimes the rising rebar 14 may be embedded in a position offset to one side, and the frame plate holder of the present invention Then, the separator 1 can freely change the protruding length in the left-right direction around the rising rebar 14, and as a result, the distance from the rising rebar 14 to the frame plate can be adjusted.

図4はセパレータ1の両側端に枠板16,16を載せて起立した場合を示している。この枠板16,16は立上がり鉄筋14を中心とした左右対称位置に配置されているが、非対称の場合であっても対応可能となる。このように、枠板ホルダーに枠板16,16を配置することで型枠が構成され、型枠上部開口からコンクリートを流し込むことが出来る。   FIG. 4 shows a case where the frame plates 16 and 16 are placed on both side ends of the separator 1 and stand up. Although the frame plates 16 and 16 are arranged at symmetrical positions with the rising reinforcing bar 14 as the center, even if it is asymmetrical, it can be handled. Thus, a frame is comprised by arrange | positioning the frame plates 16 and 16 to a frame plate holder, and concrete can be poured from opening of a mold upper part.

そして、床下コンクリート及び基礎コンクリートが出来上がったところで、セパレータ側端の側片4,4は該床下コンクリート表面から突出する。そこで、該側片4,4は凹溝3,3の底に形成した切欠き17,17を介して削除することが出来る。   And when underfloor concrete and foundation concrete are completed, the side pieces 4 and 4 of the separator side end protrude from the underfloor concrete surface. Therefore, the side pieces 4 and 4 can be deleted through the notches 17 and 17 formed in the bottoms of the concave grooves 3 and 3.

本発明に係る基礎コンクリートの型枠用枠板ホルダー。A frame plate holder for formwork of foundation concrete according to the present invention. 型枠用枠板ホルダーを立上がり鉄筋に取着した場合。When the formwork frame plate holder is upright and attached to the reinforcing bar. 型枠用枠板ホルダーの取付け詳細図。Detailed view of frame plate holder for formwork. 型枠用枠板ホルダーのセパレータに枠板を配置した場合。When a frame plate is placed on the separator of the frame plate holder for the formwork. 従来の枠板ホルダーを用いた型枠構造。Formwork structure using a conventional frame plate holder. (a)は従来の枠板ホルダーの基部、(b)は枠板を取外してボルト基部を折断した場合。(a) is a base part of a conventional frame plate holder, and (b) is a case where a bolt base part is broken by removing the frame plate.

符号の説明Explanation of symbols

1 セパレータ
2 セパホルダー
3 凹溝
4 側片
5 上片
6 後片
7 下片
8 前片
9 切欠き溝
10 嵌合溝
11 セパレータ固定ネジ
12 セパホルダー固定ネジ
13 土間鉄筋
14 立上がり鉄筋
15 縦筋
16 枠板
17 切欠き

















1 Separator 2 Separator 3 Groove 4 Side piece 5 Upper piece 6 Rear piece 7 Lower piece 8 Front piece 9 Notch groove
10 Mating groove
11 Separator fixing screw
12 Sepa holder fixing screw
13 Doma rebar
14 Rise bar
15 Longitudinal muscle
16 Frame plate
17 Notch

















Claims (2)

住宅等の基礎コンクリート及び床下のコンクリート層を同時に造成する為の型枠用枠板を保持する枠板ホルダーにおいて、上記基礎コンクリートに埋着される立上がり鉄筋の縦筋に上下動出来るようにネジ止めされるセパホルダーと、該セパホルダーにネジ止めにて取付けられるセパレータを備え、該セパレータは両側部には枠板下端が嵌る凹溝を形成し、先端の側片には凹溝底の位置に切欠きを設けて削除可能としたことを特徴とする基礎コンクリートの型枠用枠板ホルダー。 In the frame plate holder that holds the formwork frame plate for building the basic concrete of the house and the concrete layer under the floor at the same time, it is screwed so that it can move up and down to the vertical bars of the rising reinforcing bars embedded in the basic concrete. And a separator that is attached to the separator holder with a screw. The separator has a concave groove that fits the lower end of the frame plate on both sides, and the side piece at the tip is positioned at the bottom of the concave groove. A base plate holder for a formwork of basic concrete, characterized in that it can be removed by providing a notch. 住宅等の基礎コンクリート及び床下のコンクリート層を同時に造成する為の型枠用枠板を保持する枠板ホルダーにおいて、上記基礎コンクリートに埋着される立上がり鉄筋の縦筋に上下動出来るようにネジ止めされるセパホルダーと、該セパホルダーにネジ止めにて取付けられるセパレータを備え、上記セパホルダーは概略コ型で、上片、後片、下片、及び前片を有し、上片と下片には側端から切込んだ切欠き溝と溝底部には縦筋が嵌る嵌合溝を形成し、前片にはセパレータ固定ネジと後片にはセパホルダー固定ネジを設け、該セパレータは鋼板から成って両側部には枠板下端が嵌る凹溝を形成し、先端の側片には凹溝底の位置に切欠きを設けて削除可能としたことを特徴とする基礎コンクリートの型枠用枠板ホルダー。 In the frame plate holder that holds the formwork frame plate for building the basic concrete of the house and the concrete layer under the floor at the same time, it is screwed so that it can move up and down to the vertical bars of the rising reinforcing bars embedded in the basic concrete. And a separator that is attached to the separator holder with screws. The separator holder is generally U-shaped and has an upper piece, a rear piece, a lower piece, and a front piece, and the upper piece and the lower piece. Is formed with a notch groove cut from the side end and a fitting groove into which the vertical stripe fits at the bottom of the groove. A separator fixing screw is provided on the front piece and a separator holder fixing screw is provided on the rear piece. For formwork of basic concrete, characterized in that a concave groove is formed on both sides to fit the lower end of the frame plate, and the side piece at the front end can be deleted by providing a notch at the bottom of the concave groove Frame plate holder.
JP2004219966A 2004-07-28 2004-07-28 Frame plate holder for formwork of basic concrete Expired - Fee Related JP4348250B2 (en)

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