JPS634133Y2 - - Google Patents

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Publication number
JPS634133Y2
JPS634133Y2 JP1982106798U JP10679882U JPS634133Y2 JP S634133 Y2 JPS634133 Y2 JP S634133Y2 JP 1982106798 U JP1982106798 U JP 1982106798U JP 10679882 U JP10679882 U JP 10679882U JP S634133 Y2 JPS634133 Y2 JP S634133Y2
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JP
Japan
Prior art keywords
piece
support frame
regulating
formwork
pieces
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.)
Expired
Application number
JP1982106798U
Other languages
Japanese (ja)
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JPS5910436U (en
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Priority to JP10679882U priority Critical patent/JPS5910436U/en
Publication of JPS5910436U publication Critical patent/JPS5910436U/en
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Publication of JPS634133Y2 publication Critical patent/JPS634133Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 技術分野 この考案はコンクリート型枠支持枠に関する。[Detailed explanation of the idea] Technical field This invention relates to concrete formwork support frames.

従来技術 従来、この種の支持枠として、実開昭57−
82535号公報、実開昭57−82536号公報に開公され
るように、上面に布基礎型枠間隔保持具を載置す
る浅溝が形成され、中間部をへこませて鉄筋支持
部を形成した金属板製のものがある。これは、い
くつか並設された支持枠上に各々間隔保持具を載
置し、各間隔保持具の嵌合部に布基礎型枠の下端
部を嵌合して使用されるが、各間隔保持具を載置
する位置を調整しながら型枠の組付けをしなけれ
ばならず作業が非常に面倒であつた。
Conventional technology Conventionally, as this type of support frame,
As disclosed in Publication No. 82535 and Japanese Utility Model Application Publication No. 57-82536, a shallow groove is formed on the top surface for placing the cloth foundation formwork interval holder, and the intermediate part is recessed to accommodate the reinforcing bar support part. Some are made of formed metal plates. This is used by placing spacing holders on several supporting frames arranged in parallel, and fitting the lower end of the cloth foundation form into the fitting part of each spacing holder. The work was very troublesome as the formwork had to be assembled while adjusting the position where the holder was placed.

目 的 この考案の目的は、簡単に布基礎型枠を組付け
ることができベースコンクリートと布基礎コンク
リートとを一体打ちするに際し大変便利なコンク
リート型枠支持枠を提供することにある。
Purpose The purpose of this invention is to provide a concrete form support frame that allows the fabric foundation form to be easily assembled and is very convenient when pouring base concrete and fabric foundation concrete together.

考案の構成 この考案のコンクリート型枠支持枠は板材を正
面ほぼM形に折曲げ形成した支持枠の脚部の下端
を底板上に固定し、前記支持枠の上部両側に一対
の水平部を形成して型枠支持部とし、布基礎型枠
の内外面を規制するために、両型枠支持部の外側
部には上方へ折曲可能な外側規制片をそれぞれ切
込形成し、内側部には上方へ折曲可能な内側規制
片をそれぞれ切込形成し、前記外側規制片の先端
部には幅狭の折曲げ部兼ねじり部にて内方へ折曲
げまたはねじり可能な係止片を形成したことその
要旨をするものである。
Structure of the invention The concrete formwork support frame of this invention is formed by bending a plate material into an approximately M-shape from the front.The lower ends of the legs of the support frame are fixed on the bottom plate, and a pair of horizontal parts are formed on both sides of the upper part of the support frame. In order to regulate the inner and outer surfaces of the cloth foundation formwork, outer regulating pieces that can be bent upward are cut into the outer parts of both formwork supporting parts, and outer regulating pieces that can be bent upward are cut into the inner parts. Each of the outer regulating pieces has an inner regulating piece that can be bent upward, and a locking piece that can be bent or twisted inward is formed at the tip of the outer regulating piece at a narrow bending part and twisting part. This is the summary of what was formed.

第1実施例 以下、この考案を具体化した第1実施例を第1
図〜第3図に従つて説明すると、支持枠1は次の
ように構成される。
First Example Hereinafter, the first example that embodies this idea will be described as the first example.
Explaining according to FIGS. 3 to 3, the support frame 1 is constructed as follows.

鋼製底板2上には正面ほぼM形の鋼板製支持枠
3の両下端が溶着固定され、その上面両端部を水
平状にして一対の型枠支持部4,4とし、下方へ
チヤンネル状に折曲形成された上面中央部を鉄筋
載置部5とし、下方へ折曲形成された両端を一対
の脚部6,6としている。脚部6,6の高さはベ
ースコンクリートの高さに相当する。なお、支持
枠3の前後両側縁は内方へ折曲されて補強リブ3
a,3bが形成されている。鉄筋載置部5の下面
には補強リブ7a,7aを有する正面〓形の鋼板
製補強部材7の上面が固定され、その両下端が底
板2上に固定されている。
On the steel bottom plate 2, both lower ends of a steel plate support frame 3, which is approximately M-shaped from the front, are welded and fixed, and both ends of the upper surface thereof are made horizontal to form a pair of formwork support parts 4, 4, which are shaped like a channel downward. The bent central portion of the upper surface serves as a reinforcing bar placement portion 5, and the downwardly bent ends serve as a pair of leg portions 6, 6. The height of the legs 6, 6 corresponds to the height of the base concrete. Note that the front and rear edges of the support frame 3 are bent inward to form reinforcing ribs 3.
a and 3b are formed. The upper surface of a steel plate reinforcing member 7 having a square-shaped front surface and having reinforcing ribs 7 a is fixed to the lower surface of the reinforcing bar placement part 5 , and both lower ends of the reinforcing member 7 are fixed to the bottom plate 2 .

底板2には切込み8,8が入れられて一対の〓
形の滑止め片9,9が下方へ折曲可能に形成さ
れ、一方の滑止め片9は長手方向に、他方の滑止
め片9は幅方向へ向いている。
Cuts 8, 8 are made in the bottom plate 2 to form a pair of
The anti-slip pieces 9, 9 are formed to be bendable downward, one anti-slip piece 9 facing in the longitudinal direction and the other anti-slip piece 9 facing in the width direction.

両脚部6,6には切込み10,10が入れられ
て短冊状のベース型枠固定片11,11がその基
端部にて外方へ折曲可能にそれぞれ形成されてい
る。各固定片11の基端部には両側縁から一対の
切込み11a,11aが入れられて固定片11を
折曲しやすくしている。各固定片11の上部には
一側縁から2個の切込み11b,11cが入れら
れて、それらの切込み11b,11cの間に固定
片11を外方へほぼ直角に折曲後上方へ折曲可能
な内側固定片12が形成され、固定片11の先端
には切込み11cにより形成された狭幅の折曲部
13において同じく上方へ折曲可能な外側固定片
14が形成されている。なお、内側固定片12と
外側固定片14との間にはベース型枠の厚さに相
当する一定間隔かれている。
Cuts 10, 10 are made in both leg parts 6, 6, and rectangular base formwork fixing pieces 11, 11 are respectively formed at their proximal ends so that they can be bent outward. A pair of notches 11a, 11a are made in the base end of each fixed piece 11 from both side edges to make the fixed piece 11 easy to bend. Two notches 11b and 11c are made in the upper part of each fixed piece 11 from one side edge, and between these cuts 11b and 11c, the fixed piece 11 is bent outward at a substantially right angle and then bent upward. An inner fixing piece 12 is formed at the tip of the fixing piece 11, and an outer fixing piece 14 is formed at the tip of the fixing piece 11, which can also be bent upward at a narrow bending part 13 formed by the notch 11c. It should be noted that a fixed interval corresponding to the thickness of the base formwork is provided between the inner fixing piece 12 and the outer fixing piece 14.

各型枠支持部4の内側部には切込み15が入れ
られて上方へ折曲可能な内側規制片16が形成さ
れ、型枠支持部4の外側部には切込み17が入れ
られて上方へ折曲可能な外側規制片18が形成さ
れている。なお、内側規制片16と外側規制片1
8との間には型枠の厚さに相当する一定間隔が置
かれている。
A notch 15 is made in the inner side of each formwork support part 4 to form an inner regulating piece 16 that can be bent upward, and a notch 17 is made in the outside part of each formwork support part 4 to form an upwardly bendable regulating piece 16. A bendable outer regulating piece 18 is formed. Note that the inner regulating piece 16 and the outer regulating piece 1
8, there is a constant interval corresponding to the thickness of the formwork.

各外側規制片18の基端部には両側縁から一対
の切込み18a,18aが入れられて外側規制片
18を折曲しやすくしている。外側規制片18の
上部には両側縁から一対の切込み18b,18b
が入れられて幅狭の折曲部兼ねじり部19が形成
され、その先端には同外側規制片18を上方へ折
曲後折曲部兼ねじり部19にて内方へ折曲または
ねじり可能な係止片20が形成されている。
A pair of notches 18a, 18a are made from both side edges at the base end of each outer regulating piece 18 to make it easier to bend the outer regulating piece 18. A pair of notches 18b, 18b are formed at the upper part of the outer regulating piece 18 from both side edges.
is inserted to form a narrow bending part and twisting part 19, and at the tip thereof, after bending the outer regulating piece 18 upward, it can be bent or twisted inward at the bending part and twisting part 19. A locking piece 20 is formed.

さて、この第1実施例のベース枠を使用して住
宅基礎コンクリートを打設する方法を第2図及び
第3図に従つて説明する。
Now, a method of pouring concrete for a house foundation using the base frame of the first embodiment will be explained with reference to FIGS. 2 and 3.

掘削した穴Hの内底面に割石Sを敷設し、その
割石S上に多数の(1個のみ図示)支持枠1を載
置する。各支持枠1の水平度、配置位置等を確認
後、滑止め片9,9を割石S内(下方)へ折曲す
る。この場合、一方の滑止め片9は支持枠1の左
右方向への移動をより効果的に防止し、他方の滑
止め片9は前後方向への移動を防止する。すなわ
ち鋼板製の支持枠がコンクリート製のそれより軽
くて移動しやすいという欠点を克服しようとする
ものである。
A split stone S is laid on the inner bottom surface of the excavated hole H, and a large number of supporting frames 1 (only one is shown) are placed on the split stone S. After checking the horizontality, placement position, etc. of each support frame 1, the anti-slip pieces 9 are bent into the split stone S (downward). In this case, one anti-slip piece 9 more effectively prevents the support frame 1 from moving in the left-right direction, and the other anti-slip piece 9 prevents it from moving in the front-rear direction. In other words, it is an attempt to overcome the drawback that a support frame made of steel plates is lighter and easier to move than one made of concrete.

鉄筋載置部5上に鉄筋21の下部横筋21aを
載置する。なお、横筋21aには縦筋21bが止
着されている。両内側規制片16,16を上方へ
折曲し、両型枠支持部4,4上に布基礎型枠2
2,22を対向して載置する。両外側規制片1
8,18を上方へ折曲し、両型枠22,22の下
端部が内側規制片16,16と外側規制片18,
18との間に挾まれるようにして両型枠22,2
2間の間隔を保持する。さらに両型枠22,22
の下端部外側に形成された補強リブ22a,22
aに係止片20,20を内方へ折曲して巻付け、
支持枠1上に両型枠22,22をしつかりと固定
する。なお、係止片20,20は折曲部兼ねじり
部19にてねじつてもよい。このように、型枠2
2の組付けが極めて簡単であり、大変便利であ
る。
The lower transverse bar 21a of the reinforcing bar 21 is placed on the reinforcing bar placement portion 5. Note that the vertical stripes 21b are fixed to the horizontal strips 21a. Bend both inner regulating pieces 16, 16 upward, and place cloth foundation formwork 2 on both formwork support parts 4, 4.
2 and 22 are placed facing each other. Both outer regulating pieces 1
8, 18 upwards, and the lower ends of both formworks 22, 22 are aligned with the inner regulating pieces 16, 16, the outer regulating pieces 18,
Both formworks 22, 2 are sandwiched between 18 and 18.
Maintain the spacing between 2. Furthermore, both formworks 22, 22
Reinforcing ribs 22a, 22 formed on the outer side of the lower end of
Fold the locking pieces 20, 20 inward and wrap them around a,
Both formworks 22, 22 are firmly fixed on the support frame 1. Note that the locking pieces 20, 20 may be twisted at the bent portion and twisting portion 19. In this way, formwork 2
2. Assembly is extremely easy and very convenient.

次に、両固定片11,11を外方へ折曲し、そ
の先端部を割石S上に位置させ、内側固定片1
2,12を上方へ折曲する。断面ほぼ逆L形をな
す一対のベース型枠23,23の上部先端部を外
側規制片18,18の外側において型枠支持部
4,4上にそれぞれ載置し、下端部を両固定片1
1,11の先端部にそれぞれ載置する。外側固定
片14,14を上方へ折曲し、内側固定片12と
外側固定片14との間にベース型枠口3の下端部
をそれぞれ挾持固定する。
Next, both fixing pieces 11, 11 are bent outward, their tips are positioned on the split stone S, and the inner fixing pieces 1
2 and 12 upward. The upper tips of the pair of base forms 23, 23, which have a substantially inverted L-shape in cross section, are respectively placed on the formwork supports 4, 4 outside the outer regulating pieces 18, 18, and the lower ends are placed on both fixing pieces 1.
1 and 11, respectively. The outer fixing pieces 14, 14 are bent upward, and the lower end of the base mold opening 3 is clamped and fixed between the inner fixing piece 12 and the outer fixing piece 14, respectively.

各型枠22の側縁には側板22bが外方へ折曲
形成され、その側板22bには隣接する型枠を連
結するためのピン24が支持されている。側板2
2bに取付けられる、規制部材25は第3図に示
すように金属板を横断面U形に折曲してなり、そ
の先端部が開閉するように弾性を持たせてある。
その規制部材25の基端上部には取外し片26が
上方へ一体に突設され、基端下部には第1規制片
27が下方へ一体に突設されている。その第1規
制片27から先端側へ一定間隔を置いて規制部材
25の下端には第2規制片28が一体に突設さ
れ、その第2規制片28と第1規制片27との間
を規制部29としている。
A side plate 22b is bent outward at the side edge of each formwork 22, and a pin 24 for connecting adjacent formworks is supported on the side plate 22b. Side plate 2
As shown in FIG. 3, the regulating member 25 attached to the member 2b is made by bending a metal plate into a U-shaped cross section, and has elasticity at its tip so that it can be opened and closed.
A removal piece 26 is integrally provided upwardly protruding from the upper base end of the regulating member 25, and a first regulating piece 27 is integrally provided downwardly protruding from the lower base end. A second regulating piece 28 is integrally provided at the lower end of the regulating member 25 at a constant distance from the first regulating piece 27 toward the tip side, and a second regulating piece 28 is integrally provided so as to extend between the second regulating piece 28 and the first regulating piece 27. The regulation section 29 is defined as the regulation section 29.

側板22bを挾持するように規制部材25を取
付ける。この場合、補強リブ22a、外側規制片
18、ベース型枠23の上端部が規制部29内に
嵌められ、ベース型枠23の上端部がベース枠1
上に固定される。なお、規制部材25はその上端
がピン24に当接して上方への移動が阻止され
る。
The regulating member 25 is attached so as to sandwich the side plate 22b. In this case, the reinforcing rib 22a, the outer regulating piece 18, and the upper end of the base formwork 23 are fitted into the regulating part 29, and the upper end of the base formwork 23 is inserted into the base frame 1.
fixed on top. Note that the upper end of the regulating member 25 abuts against the pin 24 and is prevented from moving upward.

布基礎型枠22,22間及びベース型枠23,
23間にコンクリートを打設して住宅基礎コンク
リートのベース部と布基礎部とを一体成型する。
この場合、布基礎型枠22,22内面に強大な圧
力が加わるけれども係止片20,20が補強リブ
22a,22aにそれぞれ巻付けられているた
め、外側規制片18,18は外方へ戻り変形しに
くい。また、支持枠3には布基礎型枠22,22
の重量及び打設するコンクリートの重量、衝撃が
加わるけれども、補強部材7が支持枠3の変形を
補強的に防止する。さらに、ベース型枠23,2
3の内面にもコンクリート圧力が加わるけれど
も、支持型枠23,23はその上端及び下端がベ
ース枠1に固定されているため、ベース枠1から
外れてしまうことはない。
Between the cloth foundation formwork 22, 22 and the base formwork 23,
Concrete is poured between 23 and 23, and the base part of the house foundation concrete and the cloth foundation part are integrally molded.
In this case, although a great pressure is applied to the inner surfaces of the cloth foundation formworks 22, 22, the locking pieces 20, 20 are wrapped around the reinforcing ribs 22a, 22a, respectively, so the outer regulating pieces 18, 18 return to the outside. Not easy to deform. In addition, the support frame 3 includes cloth foundation forms 22, 22.
Although the weight of the support frame 3 and the weight of the concrete to be placed and impact are applied, the reinforcing member 7 reinforcingly prevents deformation of the support frame 3. Furthermore, the base formwork 23, 2
Although concrete pressure is also applied to the inner surfaces of the supporting forms 23, 23, since the upper and lower ends of the support formworks 23 and 23 are fixed to the base frame 1, they will not come off from the base frame 1.

コンクリート成型後は、規制部材25が取外し
片26を外方へ引張ることにより取外され、布基
礎型枠22,22及びベース型枠23,23が取
外され、支持枠1はコンクリート内に埋殺される
消耗品となる。
After the concrete is formed, the regulating member 25 is removed by pulling the removal piece 26 outward, the cloth foundation formwork 22, 22 and the base formwork 23, 23 are removed, and the support frame 1 is buried in the concrete. They become expendable items that are killed.

なお、固定片11を折曲しやすくするための切
込み11a,11a、外側規制片18を折曲しや
すくするための切込み18a,18a、係止片2
0,20を折曲しやすくするための切込み18
b,18bは透孔状の切込みであつてもよい。ま
た、折曲部兼ねじり部19は任意の箇所にて折曲
可能に細長く形成してもよい。
Note that notches 11a, 11a for making it easier to bend the fixed piece 11, notches 18a, 18a for making it easier to bend the outer regulating piece 18, and the locking piece 2.
Notch 18 to make it easier to bend 0,20
b, 18b may be through-hole-like cuts. Further, the bending portion/twisting portion 19 may be formed into a long and narrow shape so as to be bendable at any location.

第2実施例 次に、この考案を具体化した第2実施例を第4
図に従つて説明すると、支持枠1は、底板2上に
正面〓形の支持枠3の中央部及び両下端を固定し
てなる。支持枠3にはその長手方向に沿つて2条
の補強突部3bが外方へ突出形成されている。そ
して、第1実施例と同様に型枠支持部4,4及び
4個の脚部6が形成されているが、補強部材7を
必要としない。また、第1実施例と同様に内側規
制片16,16及び外側規制片18,18が形成
されている。両端の脚部6,6には一側縁から切
込み10,10が入れられて第1実施例と同様の
固定片11,11が形成されている。内側固定片
12を形成するための切込み11bは斜状に入れ
られ、外側固定片14を折曲しやすくするために
切込み11cの反対側縁からも切込み11dが入
れられている。
Second Embodiment Next, the second embodiment embodying this idea will be explained in the fourth embodiment.
Explaining according to the drawings, the support frame 1 is formed by fixing the center and both lower ends of a front-shaped support frame 3 on a bottom plate 2. Two reinforcing protrusions 3b are formed on the support frame 3 along its longitudinal direction to protrude outward. Although formwork support parts 4, 4 and four leg parts 6 are formed as in the first embodiment, the reinforcing member 7 is not required. Further, as in the first embodiment, inner regulating pieces 16, 16 and outer regulating pieces 18, 18 are formed. Cuts 10, 10 are made in the leg portions 6, 6 at both ends from one side edge to form fixing pieces 11, 11 similar to those in the first embodiment. A cut 11b for forming the inner fixing piece 12 is made obliquely, and a cut 11d is also made from the opposite edge of the cut 11c to make it easier to bend the outer fixing piece 14.

支持枠3の中央部の脚部6,6にはその起立中
間部において丸棒からなる鉄筋載置部5が架設固
定されている。
A reinforcing bar mounting portion 5 made of a round bar is constructed and fixed to the central leg portions 6, 6 of the support frame 3 at an intermediate portion thereof upright.

底板2には第1実施例と同様の4個の滑止め片
9が形成され、そのうち支持枠1の左右方向の移
動を防止するための2個の滑止め片9(底板2の
長手方向に向かつている滑止め片)が互いに対角
線上に配置され、前後方向の移動を阻止するため
の2個の滑止め片9も互いに対角線上に配置され
ている。このように第1実施例と比較して支持枠
1の割石S上の滑り移動をしにくくしている。
Four anti-slip pieces 9 similar to those in the first embodiment are formed on the bottom plate 2, of which two anti-slip pieces 9 (one in the longitudinal direction of the bottom plate 2) are used to prevent the support frame 1 from moving in the left and right direction. The two anti-slip pieces 9 facing each other are arranged diagonally to each other, and the two anti-slip pieces 9 for preventing movement in the front and rear directions are also arranged diagonally to each other. In this way, compared to the first embodiment, the support frame 1 is made more difficult to slide on the broken stones S.

なお、第2実施例のベースブロツクの使用方法
は第1実施例と同様である。
The method of using the base block of the second embodiment is the same as that of the first embodiment.

第3実施例 次に、この考案を具体化した第3実施例を第5
図及び第6図に従つて説明すると、第1実施例と
比較して、固定片11が異なり、固定片11の一
側縁先端部に5個の切込み11dを入れて、固定
片11を外方へ折曲後上方へ折曲可能な第1〜第
5固定片30〜34を形成している。
Third Embodiment Next, the third embodiment embodying this idea will be explained in the fifth embodiment.
Explaining according to the figures and FIG. 6, the fixing piece 11 is different from the first embodiment, and five notches 11d are made in the tip of one side edge of the fixing piece 11, so that the fixing piece 11 can be removed. First to fifth fixed pieces 30 to 34 are formed which can be bent upward after being bent toward the front.

この第3実施例のベース枠1によるときは、支
持型枠23の下端部を第1及び第2固定片30,
31の間、第2及び第3固定片31,32の間、
第3及び第4固定片32,33の間、第4及び第
5固定片33,34の間の4箇所にて固定可能で
あり、第6図において左右方向の寸法が異なるベ
ース型枠23に対応することができ、ベースコン
クリートの横方向の寸法を異ならせようとすると
き、異なる種類のベース枠1を用意する必要がな
い。
When using the base frame 1 of this third embodiment, the lower end of the support formwork 23 is connected to the first and second fixing pieces 30,
31, between the second and third fixed pieces 31, 32,
It can be fixed at four locations: between the third and fourth fixing pieces 32 and 33, and between the fourth and fifth fixing pieces 33 and 34, and is attached to the base formwork 23 having different horizontal dimensions in FIG. There is no need to prepare different types of base frames 1 when the lateral dimensions of the base concrete are to be made different.

なお、第1〜第5固定片30〜34は、固定片
11の両側縁に切込み11dを入れて形成するこ
とも可能である。
Note that the first to fifth fixing pieces 30 to 34 can also be formed by making cuts 11d on both side edges of the fixing piece 11.

また、脚部6に固定片11を切込形成する代わ
りに、底板2を外方へ延ばして、その底板2上に
第1〜第5固定片30〜34を切込形成すること
もできる。
Moreover, instead of forming the fixing pieces 11 in the leg portions 6, the bottom plate 2 can be extended outward and the first to fifth fixing pieces 30 to 34 can be cut in the bottom plate 2.

効 果 以上詳述したように、この考案は、簡単に布基
礎型枠を組付けることができ、ベースコンクリー
トと布基礎コンクリートとを一体打ちするに際し
支持枠が外側規制片と内側規制片とを備えている
ため、間隔保持具を別に必要とせず、外側規制片
と内側規制片との位置調整をする手間が省けて、
大変便利であり、又、係止片にて型枠を係止する
ため、型枠が外れる虞がないという優れた効果を
奏する。
Effects As detailed above, this invention allows the fabric foundation formwork to be easily assembled, and when the base concrete and fabric foundation concrete are cast together, the support frame is able to connect the outer regulating piece and the inner regulating piece. This eliminates the need for a separate spacing holder and eliminates the trouble of adjusting the position of the outer and inner regulating pieces.
It is very convenient, and since the formwork is locked with the locking piece, it has the excellent effect that there is no risk of the formwork coming off.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第3図はこの考案を具体化した第1実
施例を示し、第1図は支持枠を示す斜視図、第2
図は使用方法を示す断面図、第3図はベース型枠
の規制部材を示す斜視図である。第4図はこの考
案を具体化した支持枠の第2実施例を示す斜視図
である。第5図及び第6図はこの考案を具体化し
た第3実施例を示し、第5図は部分斜視図、第6
図は使用方法を示す断面図である。 支持枠………1、底板……2、支持枠……3、
型枠支持部……4、鉄筋載置部……5、脚部……
6、滑止め片……9、固定片……11、内側固定
片……12、外側固定片……14、内側規制片…
…16、外側規制片……18、係止片……20、
規制部材……25、第1規制片……27、第2規
制片……28。
1 to 3 show a first embodiment embodying this invention, and FIG. 1 is a perspective view showing a support frame, and FIG.
The figure is a sectional view showing how to use it, and FIG. 3 is a perspective view showing a regulating member of the base formwork. FIG. 4 is a perspective view showing a second embodiment of the support frame embodying this invention. Figures 5 and 6 show a third embodiment embodying this invention, with Figure 5 being a partial perspective view and Figure 6 being a partial perspective view.
The figure is a sectional view showing how to use it. Support frame...1, Bottom plate...2, Support frame...3,
Formwork support section...4, Rebar placement section...5, Leg section...
6, Anti-slip piece...9, Fixing piece...11, Inner fixing piece...12, Outer fixing piece...14, Inner regulating piece...
...16, Outer regulation piece...18, Locking piece...20,
Regulating member...25, first regulating piece...27, second regulating piece...28.

Claims (1)

【実用新案登録請求の範囲】 1 板材を正面ほぼM形に折曲げ形成した支持枠
3の脚部6の下端を底板2上に固定し、前記支
持枠3の上部両側に一対の水平部を形成して型
枠支持部4とし、布基礎型枠22の内外面を規
制するために、両型枠支持部4の外側部には上
方へ折曲可能な外側規制片18をそれぞれ切込
形成し、内側部には上方へ折曲可能な内側規制
片16をそれぞれ切込形成し、前記外側規制片
18の先端部には幅狭の折曲げ部兼ねじり部1
9にて内方へ折曲げまたはねじり可能な係止片
20を形成したことを特徴とするコンクリート
型枠支持枠。 2 前記底板2はその長手方向または幅方向を折
曲線として折曲可能とした滑止め片9を有した
実用新案登録請求の範囲第1項に記載のコンク
リート型枠支持枠。
[Claims for Utility Model Registration] 1. The lower ends of the legs 6 of the support frame 3, which is formed by bending a plate material into an approximately M shape from the front, are fixed on the bottom plate 2, and a pair of horizontal parts are provided on both sides of the upper part of the support frame 3. In order to regulate the inner and outer surfaces of the cloth foundation formwork 22, outer regulating pieces 18 that can be bent upward are cut into the outer sides of both formwork supporting parts 4. An inner regulating piece 16 that can be bent upward is formed on the inner side, and a narrow bending and twisting part 1 is formed at the tip of the outer regulating piece 18.
A concrete form support frame characterized in that a locking piece 20 that can be bent or twisted inward is formed at 9. 2. The concrete form support frame according to claim 1, wherein the bottom plate 2 has an anti-slip piece 9 that can be bent with its longitudinal direction or width direction as a bending line.
JP10679882U 1982-07-14 1982-07-14 concrete formwork support frame Granted JPS5910436U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10679882U JPS5910436U (en) 1982-07-14 1982-07-14 concrete formwork support frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10679882U JPS5910436U (en) 1982-07-14 1982-07-14 concrete formwork support frame

Publications (2)

Publication Number Publication Date
JPS5910436U JPS5910436U (en) 1984-01-23
JPS634133Y2 true JPS634133Y2 (en) 1988-02-02

Family

ID=30249775

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10679882U Granted JPS5910436U (en) 1982-07-14 1982-07-14 concrete formwork support frame

Country Status (1)

Country Link
JP (1) JPS5910436U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0623508B2 (en) * 1986-04-18 1994-03-30 ナショナル住宅産業株式会社 Construction structure of foundation footing
JPH0823214B2 (en) * 1986-06-23 1996-03-06 株式会社エヌ・エス・ピ− Support tool for formwork for basic concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5738049B2 (en) * 1973-02-28 1982-08-13

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6134456Y2 (en) * 1980-08-09 1986-10-07
JPS5940512Y2 (en) * 1980-12-31 1984-11-17 ナショナル住宅産業株式会社 cloth foundation formwork

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5738049B2 (en) * 1973-02-28 1982-08-13

Also Published As

Publication number Publication date
JPS5910436U (en) 1984-01-23

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