JP2002201799A - Form assembling method and crosspiece fixing member - Google Patents

Form assembling method and crosspiece fixing member

Info

Publication number
JP2002201799A
JP2002201799A JP2000398846A JP2000398846A JP2002201799A JP 2002201799 A JP2002201799 A JP 2002201799A JP 2000398846 A JP2000398846 A JP 2000398846A JP 2000398846 A JP2000398846 A JP 2000398846A JP 2002201799 A JP2002201799 A JP 2002201799A
Authority
JP
Japan
Prior art keywords
plate
crosspiece
fixing member
separator
formwork
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
Application number
JP2000398846A
Other languages
Japanese (ja)
Other versions
JP4375899B2 (en
Inventor
Takeo Okada
竹男 岡田
Kyo Fujiwara
協 藤原
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000398846A priority Critical patent/JP4375899B2/en
Publication of JP2002201799A publication Critical patent/JP2002201799A/en
Application granted granted Critical
Publication of JP4375899B2 publication Critical patent/JP4375899B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a form assembling method suitable for form using metallic form plates, and to provide a crosspiece fixing member suitable for use in the method. SOLUTION: A plurality of separators 2 are penetrated through the form plate 1 at suitable intervals, and a long crosspiece 3 formed of a pair of plate portions 3a and 3b intersecting each other like a hook in cross section, is arranged along a row of the separators 2 such that one of the plate portion 3a makes contact with an external surface of the form plate 1. Then, the plate portion 3a of the crosspiece 3, making contact with the form plate 3a is fixed to the form plate so as not to move in a direction that intersects the form plate, by using a first crosspiece fixing member 4 attached to a portion of the separator 2, which protrudes from the form plate, and the plate portion 3b intersecting the form plate is fixed to the form plate so as not to move in a direction in parallel with the form plate, by using a second crosspiece fixing member 5 fixed to a portion of the separator 2 other than the separator to which the first crosspiece fixing member is attached.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、金属製型枠板を
用いた型枠に適した型枠組立方法及びそれに使用する桟
材固定部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling a formwork suitable for a formwork using a metal formwork plate and a crosspiece fixing member used for the method.

【0002】[0002]

【従来の技術】従来の一般的な型枠では、型枠板の外面
に添わせて取り付ける補強用の桟材として鋼管が使用さ
れていた。鋼管は図10に示すように取り付けられる。
すなわち、対向する一対の型枠板1にセパレータ2を両
端部が型枠板1よりも外に突出するように貫通させて設
け、このセパレータ2の端部に形成されている雄ねじ部
2aにフォームタイ20を螺着する。そして、フォーム
タイ20の上に鋼管21を横方向に配置し、該鋼管に締
め金具22を外側から当て、フォームタイの溝穴20a
に楔23を差し込み締め金具22で鋼管21に締め付け
ることにより、鋼管21を型枠板1の外面に固定するの
である。なお、締め金具22と楔23とは鎖24で繋が
っている。
2. Description of the Related Art In a conventional general formwork, a steel pipe is used as a crosspiece for reinforcement attached along the outer surface of a formwork plate. The steel pipe is attached as shown in FIG.
That is, a separator 2 is provided in a pair of opposed frame plates 1 so that both ends protrude outside the frame plate 1, and a foam is formed on a male screw portion 2 a formed at an end of the separator 2. The tie 20 is screwed. Then, the steel pipe 21 is disposed on the foam tie 20 in the lateral direction, and the fastener 22 is applied to the steel pipe from outside, and the slot 20a of the foam tie is formed.
The steel pipe 21 is fixed to the outer surface of the form plate 1 by inserting a wedge 23 into the steel pipe 21 with the fastener 22 and tightening the steel pipe 21. Note that the fastener 22 and the wedge 23 are connected by a chain 24.

【0003】このように組み立てられた型枠は、打設し
たコンクリートが硬化した後、楔23、締め金具22、
鋼管21、フォームタイ20の順に取り外して解体され
る。型枠板1が合板製である場合は、型枠板1も躯体コ
ンクリートから剥し取る。しかる後、基礎コンクリート
部分を土で埋め戻す。
[0003] After the cast concrete has hardened, the formwork assembled in this manner is subjected to a wedge 23, a fastener 22,
The steel pipe 21 and the foam tie 20 are removed and dismantled in this order. When the form plate 1 is made of plywood, the form plate 1 is also peeled off from the skeleton concrete. After that, the foundation concrete part is backfilled with soil.

【0004】[0004]

【発明が解決しようとする課題】上述のように、上記従
来の型枠は、躯体コンクリート硬化後に解体しなければ
ならなかったので、型枠の組立から埋め戻しまでの工期
が長くかかった。また、鋼管21やフォームタイ20、
締め金具22は重量が重く嵩張るので、資材の搬入搬出
に多くの労力を要した。
As described above, the above-mentioned conventional formwork had to be dismantled after the stiffening of the concrete of the skeleton, so that it took a long construction period from assembling the formwork to backfilling. In addition, steel pipe 21, foam tie 20,
Since the fastener 22 is heavy and bulky, a great deal of labor was required for loading and unloading the material.

【0005】躯体コンクリートと共に埋め戻すことが可
能な金属製型枠板を使用すれば、型枠板以外の桟材や他
の補助部材も解体せずにそのまま埋め戻すことができ
る。しかしながら、従来用いていた鋼管やフォームタ
イ、締め金具等の補助部材は単価が高いので経済的に問
題があり、しかもこれらを用いた型枠は出っ張りが大き
いのでそのまま埋め戻すには構造的にも無理があった。
[0005] If a metal form plate that can be back-filled together with the skeleton concrete is used, the crosspieces and other auxiliary members other than the form plate can be back-filled without dismantling. However, conventionally used auxiliary members such as steel pipes, foam ties, and fasteners are economically problematic because of their high unit price, and since the formwork using these has a large protrusion, there is no It was impossible.

【0006】そこで、本発明は、金属製型枠板を用いた
型枠に適し躯体コンクリートが硬化した後も解体せずに
そのまま埋め戻すことのできる型枠組立方法、及びそれ
に使用するのに好適な桟材固定部材を提供することを課
題とするものである。
Accordingly, the present invention is directed to a mold assembly method suitable for a mold using a metal mold plate and capable of being buried without being dismantled even after the concrete is hardened, and suitable for use therein. It is an object of the present invention to provide a simple cross member fixing member.

【0007】[0007]

【課題を解決するための手段】まず、本発明にかかる型
枠組立方法は、型枠板に適当間隔で複数のセパレータを
貫通させて設け、一対の平板部が互いに断面鉤形に交わ
る形状をした長尺な桟材をその一方の平板部が型枠板の
外面に接する状態で前記複数のセパレータの列に沿って
配置し、この桟材の型枠板と接する平板部を任意のセパ
レータの型枠板から突出する部分に取り付けた第一桟材
固定部材で型枠板と交差する方向に動かないように固定
すると共に、桟材の型枠板と交差する平板部を上記第一
桟材固定部材を取り付けたセパレータとは別のセパレー
タの型枠板から突出する部分に取り付けた第二桟材固定
部材で型枠板と平行な方向に動かないように固定するこ
とを特徴としている。
First, a method of assembling a mold according to the present invention is to provide a mold plate in which a plurality of separators are penetrated at appropriate intervals on a mold plate, and a pair of flat portions intersect each other in a hook-like cross section. The crosspiece is disposed along the rows of the plurality of separators in a state in which one flat portion of the crosspiece is in contact with the outer surface of the form plate, and the flat portion of the crosspiece that contacts the form plate is formed of an arbitrary separator. A first beam fixing member attached to a portion projecting from the form plate is fixed so as not to move in a direction intersecting with the form plate, and a flat plate portion intersecting with the form plate of the beam is connected to the first beam. It is characterized in that it is fixed so as not to move in a direction parallel to the form plate by a second cross member fixing member attached to a portion of the separator protruding from the form plate other than the separator to which the fixing member is attached.

【0008】第一桟材固定部材としては、型枠板当接面
と、該型枠板当接面の延長面に対し所定距離だけ後退し
た位置にある桟材押え面とを備え、前記型枠板当接面側
からその反対面側に連通するセパレータ挿通穴が形成さ
れていることを特徴とする構成のものが好適である。上
記所定距離を桟材の厚みに相当する適正値とすることに
より、セパレータに取り付けられた第一桟材固定部材の
型枠板当接面が桟材の型枠板と接する平板部を型枠板と
交差する方向に動かないように固定できる。
The first beam fixing member has a form plate contact surface, and a bar press surface that is located at a position retracted by a predetermined distance with respect to an extended surface of the form plate contact surface. It is preferable that the separator insertion hole communicating from the frame plate contact surface side to the opposite surface side is formed. By setting the above-mentioned predetermined distance to an appropriate value corresponding to the thickness of the crosspiece, the flat plate portion in which the formplate contact surface of the first crosspiece fixing member attached to the separator is in contact with the formplate of the crosspiece is formed by the formwork. It can be fixed so that it does not move in the direction crossing the board.

【0009】上記第一桟材固定部材において、前記桟材
押え面は、前記型枠板当接面に近い側ほど当該型枠板当
接面の延長面からの距離が大きくなっているようにする
と、第一桟材固定部材が一部分だけで桟材と接触し、第
一桟材固定部材が桟材に食い込んだ状態となるので、両
者が互いに滑りにくくなる。また、桟材押え面を上記形
状とすると、型枠板と第一桟材固定部材との間に、断面
鉤型の桟材の代わりにワイヤや針金等の線条体を保持さ
せることができる。
In the first cross member fixing member, the cross member holding surface is arranged such that the closer to the form plate contact surface, the greater the distance from the extension surface of the form plate contact surface. Then, the first crosspiece fixing member comes into contact with the crosspiece only at a part thereof, and the first crosspiece fixing member is cut into the crosspiece, so that the first and second crosspieces do not slip easily with each other. When the crosspiece holding surface has the above-described shape, a wire or a wire such as a wire can be held between the form plate and the first crosspiece fixing member instead of the crosspiece having a hook-shaped cross section. .

【0010】また、第二桟材固定部材としては、型枠板
当接面と、該型枠板当接面の延長面に対し所定距離だけ
後退した位置に形成された前記延長面側に開口する桟材
保持溝とを備え、前記型枠板当接面側からその反対面側
に連通するセパレータ挿通穴が形成されていることを特
徴とする構成のものが好適である。上記所定距離を型枠
補強板の幅に相当する適正値とすることにより、セパレ
ータに取り付けられた第二桟材固定部材の桟材保持溝が
桟材の型枠板と交差する平板部を型枠板と平行な方向に
動かないように固定できる。
The second crosspiece fixing member includes a form plate contact surface and an opening on the side of the extension surface formed at a position retracted by a predetermined distance from the extension surface of the form plate contact surface. And a crosspiece holding groove formed therein, and a separator insertion hole communicating from the mold plate plate contact surface side to the opposite surface side is formed. By setting the above-mentioned predetermined distance to an appropriate value corresponding to the width of the form reinforcement plate, the flat plate portion in which the crosspiece holding groove of the second crosspiece fixing member attached to the separator intersects with the formwork plate of the crosspiece is formed. It can be fixed so as not to move in the direction parallel to the frame plate.

【0011】[0011]

【発明の実施の形態】以下、図面に基づき本発明を具体
的に説明する。図1は本発明による型枠の側面断面図、
図2はその要部の斜視図である。この型枠には、型枠板
1、セパレータ2、桟材としてのアングル鋼3、第一桟
材固定部材4、第二桟材固定部材5、ナット6、針金や
ワイヤ等の線条体7等が用いられる。型枠板1は特に限
定はしないが、躯体コンクリートと共に埋め戻すことの
できる金属製型枠板が適している。セパレータ2は従来
からある公知のものを使用する。アングル鋼3は、一対
の平板部3a,3bが互いに90度の角度で交わる断面
鉤形をした長尺な鋼材で、一般に流通しているものを使
用することができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to the drawings. FIG. 1 is a side sectional view of a mold according to the present invention;
FIG. 2 is a perspective view of the main part. The formwork includes a formwork plate 1, a separator 2, an angle steel 3 as a crosspiece, a first crosspiece fixing member 4, a second crosspiece fixing member 5, a nut 6, and a linear body 7 such as a wire or a wire. Are used. The form plate 1 is not particularly limited, but a metal form plate that can be back-filled together with the concrete body is suitable. A conventionally known separator is used as the separator 2. The angle steel 3 is a long steel material having a hook-shaped cross section in which a pair of flat plate portions 3a and 3b cross each other at an angle of 90 degrees, and can be generally used.

【0012】第一桟材固定部材4は、図3に示すよう
に、片面が型枠板当接面F1となった基部4aと、片面
が桟材押え面F2となった作用部4bとからなってい
る。両部の間には段差4cが設けられており、桟材押え
面F2は型枠板当接面F1の延長面から後退した位置に
ある。その後退距離は、桟材押え面F2の先端部ではア
ングル鋼3の厚さに相当し、型枠板当接面F1に近い側
ほどそれよりも大きくなっている。すなわち、型枠板当
接面F1の延長面に対し桟材押え面F2は傾斜してい
る。
As shown in FIG. 3, the first beam fixing member 4 includes a base portion 4a having one surface serving as a frame plate contact surface F1 and an action portion 4b having one surface serving as a bar pressing surface F2. Has become. A step 4c is provided between the two portions, and the crosspiece pressing surface F2 is located at a position retracted from the extension of the form plate contact surface F1. The retreat distance corresponds to the thickness of the angle steel 3 at the tip end of the crosspiece holding surface F2, and is larger on the side closer to the form plate contact surface F1. That is, the crosspiece pressing surface F2 is inclined with respect to the extension surface of the form plate contact surface F1.

【0013】基部4a及び作用部4bの左右両端には屈
曲縁4d,4dが設けられ、強度向上が図られている。
このため、肉厚を薄く(例えば1.6mm) することが可
能となっている。基部4aには、型枠板当接面F1側か
らその反対面側に連通するセパレータ挿通穴4eが穿設
されている。また、作用部4bには、平行な2本の切り
込みの間隔部分を桟材押え面F2と反対側に押し出すこ
とにより形成された線条体挿通穴4fが設けられてい
る。
Bent edges 4d, 4d are provided at both left and right ends of the base portion 4a and the action portion 4b to improve strength.
For this reason, it is possible to reduce the thickness (for example, 1.6 mm). The base portion 4a is provided with a separator insertion hole 4e communicating from the form plate contact surface F1 side to the opposite surface side. The action portion 4b is provided with a striated body insertion hole 4f formed by extruding an interval between two parallel cuts to the side opposite to the crosspiece pressing surface F2.

【0014】第二桟材固定部材5は、図4に示すよう
に、片面が型枠板当接面F3となった基部5aと、該基
部に対して斜め方向に延設された作用部5bとからな
り、作用部5bの先端部に桟材保持溝5cが形成されて
いる。桟材保持溝5cは型枠板当接面F3の延長面側に
開口し、該延長面から桟材保持溝5cの底部までの距離
はアングル鋼3の縦横の幅に相当している。
As shown in FIG. 4, the second beam fixing member 5 has a base portion 5a having one surface serving as a form plate contact surface F3, and an action portion 5b extending obliquely to the base portion. The crosspiece holding groove 5c is formed at the tip of the action portion 5b. The crosspiece holding groove 5c opens to the extension surface side of the form plate contact surface F3, and the distance from the extension surface to the bottom of the crosspiece holding groove 5c corresponds to the vertical and horizontal width of the angle steel 3.

【0015】第二桟材固定部材5も第一桟材固定部材4
と同様に、左右両端に屈曲縁5d,5dが設けられてい
る。また、第一桟材固定部材4と同様のセパレータ挿通
穴5e及び線条体挿通穴5fが基部5aと作用部5bに
それぞれ設けられている。
The second beam fixing member 5 is also a first beam fixing member 4.
Similarly to the above, bent edges 5d are provided at both left and right ends. A separator insertion hole 5e and a striated body insertion hole 5f similar to those of the first crosspiece fixing member 4 are provided in the base 5a and the action portion 5b, respectively.

【0016】次に、本発明にかかる型枠の組立順序につ
いて説明する。まず、捨てコンクリート10の上に固定
したパネルベース11に型枠板1を建て込む。次いで、
互いに対向する一対の型枠板1,1にセパレータ2を挿
通し、その両端ねじ部2aを型枠板1から外に突出させ
る。同様に、複数本のセパレータ2を水平方向に適当間
隔で型枠板1,1に挿通する。
Next, the order of assembling the formwork according to the present invention will be described. First, the form plate 1 is built on the panel base 11 fixed on the discarded concrete 10. Then
The separator 2 is inserted into the pair of form plates 1 and 1 facing each other, and the threaded portions 2 a at both ends thereof are projected out of the form plate 1. Similarly, a plurality of separators 2 are inserted into the form plates 1 and 1 at appropriate intervals in the horizontal direction.

【0017】そして、図5に示すように、上記複数本の
セパレータ2の列の上側にアングル鋼3を配置し、これ
を任意の適当なセパレータ2に取り付けた第一桟材固定
部材4で締め付け固定する。その固定方法は、セパレー
タ2を第一桟材固定部材4のセパレータ挿通穴4eに挿
通させ、当該第一桟材固定部材4の型枠板当接面F1が
型枠板1に当接し、かつ桟材押え面F2がアングル鋼3
の垂直な平板部3aに当接する状態で、セパレータ2の
ねじ部2aにナット6を螺着して第一桟材固定部材4が
型枠板1に密着するように締め付ける。これにより、型
枠板1と第一桟材固定部材4とに挟まれたアングル鋼3
の垂直な平板部3aが、型枠板1と交差する方向に動か
ないように固定される。桟材押え面F2はアングル鋼3
の垂直な平板部3aに対し斜めなっているので、第一桟
材固定部材4の一部分がアングル鋼3に食い込んだ状態
となり、両者3,4が上下方向にずれにくく固定が強固
である。なお、桟材押え面F2を断面ぎざぎざに成形し
ておくとさらにずれにくい。
Then, as shown in FIG. 5, an angle steel 3 is arranged above the row of the plurality of separators 2 and tightened by a first beam fixing member 4 attached to any appropriate separator 2. Fix it. In the fixing method, the separator 2 is inserted into the separator insertion hole 4e of the first crosspiece fixing member 4, the form plate contact surface F1 of the first crosspiece fixing member 4 contacts the form plate 1, and Crosspiece holding surface F2 is angle steel 3
The nut 6 is screwed onto the threaded portion 2a of the separator 2 in a state of contact with the vertical flat plate portion 3a, and the first beam fixing member 4 is tightened so as to be in close contact with the form plate 1. Thus, the angle steel 3 sandwiched between the form plate 1 and the first beam fixing member 4
Is fixed so as not to move in a direction intersecting with the form plate 1. Beam material holding surface F2 is angle steel 3
Is inclined with respect to the vertical flat plate portion 3a, so that a part of the first beam fixing member 4 bites into the angle steel 3, and the two 3 and 4 are hardly displaced in the vertical direction, and the fixing is strong. It should be noted that if the crosspiece pressing surface F2 is formed in a jagged cross section, it is more difficult to shift.

【0018】また、図6に示すように、別のセパレータ
2に取り付けた第二桟材固定部材5によってアングル鋼
3を締め付け固定する。その固定方法は、セパレータ2
を第二桟材固定部材5のセパレータ挿通穴5eに挿通さ
せ、当該第二桟材固定部材5の型枠板当接面F3が型枠
板1に当接し、かつ桟材保持溝5cがアングル鋼3の水
平な平板部3bの先端部に係合する状態で、セパレータ
2のねじ部2aにナット6を螺着して第二桟材固定部材
5が型枠板1に密着するように締め付ける。これによ
り、アングル鋼3の水平な平板部3bの上下方向の移動
が規制され、アングル鋼3が型枠板1と平行な方向に動
かないように固定される。
As shown in FIG. 6, the angle steel 3 is fastened and fixed by the second beam fixing member 5 attached to another separator 2. The fixing method is as follows.
Is inserted into the separator insertion hole 5e of the second beam fixing member 5, the form plate contact surface F3 of the second beam fixing member 5 contacts the frame plate 1, and the beam holding groove 5c is angled. A nut 6 is screwed onto the screw portion 2a of the separator 2 in a state where the nut 6 is engaged with the front end portion of the horizontal flat plate portion 3b of the steel 3 and tightened so that the second beam fixing member 5 comes into close contact with the form plate 1. . Thereby, the vertical movement of the horizontal flat plate portion 3b of the angle steel 3 is restricted, and the angle steel 3 is fixed so as not to move in a direction parallel to the form plate 1.

【0019】このように、2種類の桟材固定部材4,5
を用いてアングル鋼3を固定することにより、アングル
鋼3を型枠板1と交差する方向にも平行な方向にも動か
ないように固定することができる。図10に示す従来の
型枠では、打設したコンクリートにバイブレータをかけ
る際、振動によって楔23が持ち上がり、締め金具22
や鋼管21が緩むことにより、型枠が変形したり、時に
は型枠が破壊することがあった。本発明による型枠は、
アングル鋼3が完全に固定されるので、上記事故を防止
することができる。アングル鋼3のどの部分をいずれの
桟材固定部材4,5で固定するかについては特に限定し
ないが、2本のアングル鋼3,3の突き合わせ部分を第
二桟材固定部材5を用いて固定するようにすると(図2
参照)、両アングル鋼3,3の高さを揃えることがで
き、型枠の精度が高くなる。
As described above, the two types of beam fixing members 4, 5
By fixing the angle steel 3 by using, the angle steel 3 can be fixed so as not to move in a direction intersecting with and parallel to the form plate 1. In the conventional form shown in FIG. 10, when a vibrator is applied to the poured concrete, the wedge 23 is lifted by vibration, and
When the steel pipe 21 is loosened, the formwork may be deformed or sometimes the formwork may be broken. The formwork according to the invention is
Since the angle steel 3 is completely fixed, the above accident can be prevented. There is no particular limitation on which part of the angle steel 3 is fixed by which of the beam fixing members 4 and 5, but the butted portion of the two angle steels 3 is fixed by using the second beam fixing member 5. (Fig. 2
), The heights of the angle steels 3 and 3 can be made uniform, and the accuracy of the formwork is increased.

【0020】桟材固定部材4,5を使用せず、アングル
鋼3に開けたセパレータ挿通穴にセパレータを挿通して
ナットでアングル鋼3を直接締め付ける方法も当然考え
られる。しかしながら、この方法は、アングル鋼3にセ
パレータ挿通穴を開ける作業を現場で行わねばならない
ので組み立てに手間と労力がかかる上、セパレータ挿通
穴を正確な位置に開けることが困難で型枠の精度を確保
できないから非現実的である。
Instead of using the beam fixing members 4 and 5, a method of inserting the separator into the separator insertion hole formed in the angle steel 3 and directly tightening the angle steel 3 with a nut can also be considered. However, in this method, since the work of forming a separator insertion hole in the angle steel 3 must be performed on site, it takes time and effort to assemble, and it is difficult to form the separator insertion hole at an accurate position, and the accuracy of the mold is reduced. Unrealistic because it cannot be secured.

【0021】型枠の倒壊を防止するために、必要に応じ
て型枠板1(または桟材固定部材4,5)と地面との間
に長さ調節可能なパイプサポータ12を設置するとよ
い。また、場合によっては、第一桟材固定部材4または
第二桟材固定部材5と地面に打ち込んだ杭13との間に
針金、ワイヤ等の線条体7を張設してもよい。線条体7
を張設すると、型枠が線条体7と反対側に倒れようとす
るのが規制されるので、打設したコンクリートの荷重等
による転倒に対して強い構造の型枠となる。図5及び図
6において二点鎖線で示すように、線条体挿通穴4f,
5fを利用して第一桟材固定部材4及び第二桟材固定部
材5に線条体7を結び付けることができる。なお、7a
は線条体7の長さを調節するためのターンバックル機構
である。
In order to prevent the form from collapsing, it is preferable to install a pipe supporter 12 whose length can be adjusted between the form plate 1 (or the beam fixing members 4 and 5) and the ground as required. In some cases, a striated body 7 such as a wire or a wire may be stretched between the first beam fixing member 4 or the second beam fixing member 5 and the pile 13 driven into the ground. Striatum 7
Is stretched, the mold is prevented from falling down to the side opposite to the striated body 7, so that the mold has a structure that is strong against overturning due to the load of the cast concrete. As shown by the two-dot chain line in FIGS.
The striated body 7 can be connected to the first beam fixing member 4 and the second beam fixing member 5 using 5f. In addition, 7a
Is a turnbuckle mechanism for adjusting the length of the striatum 7.

【0022】第二桟材固定部材5によるアングル鋼3の
固定方法としては、図7に示すように、セパレータ2の
下側にアングル鋼3を配置し、桟材保持溝5cが下側に
なるようにセパレータ2に取り付けた第二桟材固定部材
5によってアングル鋼3を固定してもよい。
As a method for fixing the angle steel 3 by the second crosspiece fixing member 5, as shown in FIG. 7, the angle steel 3 is arranged below the separator 2 and the crosspiece holding groove 5c is on the lower side. The angle steel 3 may be fixed by the second beam fixing member 5 attached to the separator 2 as described above.

【0023】また、図8に示すように、第一桟材固定部
材4を平板状の桟材13や帯状体の固定に使用すること
ができる。さらに、第一桟材固定部材4の桟材押え面F
2が斜めになっていることを利用し、図9に示すよう
に、型枠板1と第一桟材固定部材4の作用部4bとの間
に線条体7を保持することもできる。したがって、帯状
体や線条体によって型枠を取り囲む状態に締め付けて、
型枠の強度を向上させられる。
As shown in FIG. 8, the first beam fixing member 4 can be used for fixing a flat bar 13 or a band. Further, the beam holding surface F of the first beam fixing member 4
Utilizing the fact that 2 is oblique, the striated body 7 can be held between the form plate 1 and the action portion 4b of the first crosspiece fixing member 4, as shown in FIG. Therefore, it is tightened to a state surrounding the formwork with a band or a striated body,
The strength of the mold can be improved.

【0024】最後に型枠板1の上端に安全キャップ14
を取り付けて、型枠が完成する。そして、型枠内に躯体
コンクリートが打設される。その後、型枠は解体される
ことなくそのまま埋め戻される。
Finally, a safety cap 14 is provided on the upper end of the form plate 1.
Is attached to complete the formwork. Then, skeleton concrete is poured into the formwork. Thereafter, the formwork is backfilled without dismantling.

【0025】このように組み立てられる型枠は、従来の
型枠と比べ、桟材として鋼管21の代わりにアングル鋼
3、桟材固定用として締め金具22及び楔23の代わり
に第一桟材固定部材4と第二桟材固定部材5、フォーム
タイ20の代わりにナット6が使用される。例えば、縦
40mm×横40mm×厚み3mmのアングル鋼と縦60mm×
横60mm×厚み1.6mmの鋼管とを比較した場合、前者
は後者に対し重量で約1/1.6、体積(嵩)で約1/
1.3、価格で約1/3である。また、上記アングル鋼
を固定するのに適したサイズの第一桟材固定部材及び第
二桟材固定部材と上記鋼管の固定に適したサイズの締め
金具及び楔とを比較した場合、前者は後者に比べ、重量
で約1/4、体積で約1/6、価格で約1/2.4であ
る。ナットとフォームタイとの比較に至っては、前者は
後者に対し重量で約1/20、体積で約1/25、価格
で約1/27である。
The formwork assembled in this manner is different from the conventional formwork in that angle steel 3 is used instead of the steel pipe 21 as the crosspiece, and the first crosspiece is fixed instead of the fastener 22 and the wedge 23 for fixing the crosspiece. A nut 6 is used instead of the member 4, the second beam fixing member 5, and the foam tie 20. For example, angle steel of length 40mm x width 40mm x thickness 3mm and length 60mm x
When compared with a steel pipe having a width of 60 mm and a thickness of 1.6 mm, the former is about 1 / 1.6 in weight and about 1 / in volume (bulk) with respect to the latter.
1.3, about 1/3 in price. Further, when comparing the first beam fixing member and the second beam fixing member of a size suitable for fixing the angle steel and the fastener and the wedge of a size suitable for fixing the steel pipe, the former is the latter. The weight is about 1/4, the volume is about 1/6, and the price is about 1 / 2.4. In comparison between the nut and the foam tie, the former is about 1/20 in weight, about 1/25 in volume, and about 1/27 in price compared to the latter.

【0026】[0026]

【発明の効果】以上に説明したように、本発明にかかる
型枠組立方法は、躯体コンクリートを打設したのち型枠
を解体せずそのまま埋め戻すことが可能であるので、従
来の組立方法の型枠に比べて工期を格段に短縮すること
ができ、また、型枠板以外の補助資材が安価で、しかも
嵩張らず運搬経費が安くつくので、大幅なコストダウン
が図れるようになった。
As described above, the method of assembling a formwork according to the present invention allows the concrete to be backfilled without dismantling after placing the concrete body. The construction period can be significantly shortened as compared with the formwork, and the auxiliary materials other than the formwork plate are inexpensive, bulky and the transportation cost is low, so that the cost can be significantly reduced.

【0027】また、型枠の組み立てに第一桟材固定部材
及び第二桟材固定部材を使用することにより、断面鉤形
の桟材を型枠板の外面に正確かつ容易に固定することが
でき、型枠の精度向上と作業性向上が図るのに効果的で
ある。
Further, by using the first beam fixing member and the second beam fixing member for assembling the formwork, the crosspiece having a hook-shaped cross section can be accurately and easily fixed to the outer surface of the formwork plate. This is effective in improving the accuracy of the formwork and the workability.

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

【図1】型枠の側面断面図である。FIG. 1 is a side sectional view of a mold.

【図2】型枠の要部の斜視図である。FIG. 2 is a perspective view of a main part of a mold.

【図3】第一桟材固定部材の斜視図である。FIG. 3 is a perspective view of a first beam fixing member.

【図4】第二桟材固定部材の斜視図である。FIG. 4 is a perspective view of a second beam fixing member.

【図5】第一桟材固定部材によるアングル鋼取付部の側
面図である。
FIG. 5 is a side view of an angle steel mounting portion by a first beam fixing member.

【図6】第二桟材固定部材によるアングル鋼取付部の側
面図である。
FIG. 6 is a side view of an angle steel mounting portion by a second beam fixing member.

【図7】第二桟材固定部材によるアングル鋼の異なる取
付方法を示す側面図である。
FIG. 7 is a side view showing a different mounting method of the angle steel by the second beam fixing member.

【図8】第一桟材固定部材による平板の取付方法を示す
側面図である。
FIG. 8 is a side view showing a method of attaching a flat plate by the first beam fixing member.

【図9】第一桟材固定部材による線条体の取付方法を示
す側面図である。
FIG. 9 is a side view showing a method of attaching the umbilical member by the first beam fixing member.

【図10】従来の補強材取付部の側面図である。FIG. 10 is a side view of a conventional reinforcing member mounting portion.

【符号の説明】[Explanation of symbols]

F1,F3 型枠板当接面 F2 桟材押え面 1 型枠板 2 セパレータ 3 アングル鋼(桟材) 4 第一桟材固定部材 4e セパレータ挿通穴 5 第二桟材固定部材 5c 桟材保持溝 5e セパレータ挿通穴 6 ナット 7 線条体 F1, F3 Form plate contact surface F2 Beam holding surface 1 Form plate 2 Separator 3 Angle steel (beam) 4 First beam fixing member 4e Separator insertion hole 5 Second beam fixing member 5c Beam holding groove 5e Separator insertion hole 6 Nut 7 Striated body

───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤原 協 東京都府中市三好町3−17−2レジェンド 21−303 Fターム(参考) 2E177 HA04 JA03 KC01  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Fujiwara Kyou 3-17-2 Miyoshi-cho, Fuchu-shi, Tokyo 21-303 F-term (reference) 2E177 HA04 JA03 KC01

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 型枠板に適当間隔で複数のセパレータを
貫通させて設け、一対の平板部が互いに断面鉤形に交わ
る形状をした長尺な桟材をその一方の平板部が型枠板の
外面に接する状態で前記複数のセパレータの列に沿って
配置し、この桟材の型枠板と接する平板部を任意のセパ
レータの型枠板から突出する部分に取り付けた第一桟材
固定部材で型枠板と交差する方向に動かないように固定
すると共に、桟材の型枠板と交差する平板部を上記第一
桟材固定部材を取り付けたセパレータとは別のセパレー
タの型枠板から突出する部分に取り付けた第二桟材固定
部材で型枠板と平行な方向に動かないように固定するこ
とを特徴とする型枠組立方法。
A plurality of separators are provided at appropriate intervals in a form plate so as to penetrate therethrough, and a pair of flat portions are formed in such a shape that their cross sections intersect with each other in a hook shape. The first beam fixing member, which is arranged along the row of the plurality of separators in a state of being in contact with the outer surface of the separator, and a flat plate portion of the beam which is in contact with the frame plate is attached to a portion protruding from the frame plate of any separator. Along with fixing so as not to move in the direction intersecting with the formwork plate, a flat plate portion intersecting with the formwork plate of the crosspiece is separated from the formwork plate of the separator different from the separator to which the first crosspiece fixing member is attached. A method for assembling a formwork, comprising fixing a second crosspiece fixing member attached to a projecting portion so as not to move in a direction parallel to the formwork plate.
【請求項2】 型枠板当接面と、該型枠板当接面の延長
面に対し所定距離だけ後退した位置にある桟材押え面と
を備え、前記型枠板当接面側からその反対面側に連通す
るセパレータ挿通穴が形成されていることを特徴とする
桟材固定部材。
2. A mold plate contacting surface, and a beam pressing surface which is located at a position retracted by a predetermined distance with respect to an extension surface of the mold plate contacting surface. A crosspiece fixing member, wherein a separator insertion hole communicating with the opposite surface side is formed.
【請求項3】 前記桟材押え面は、前記型枠板当接面に
近い側ほど当該型枠板当接面の延長面からの距離が大き
くなっている請求項2に記載の桟材固定部材。
3. The crosspiece fixing according to claim 2, wherein a distance from the extension surface of the formplate contact surface increases as the side of the crosspiece pressing surface is closer to the formplate contact surface. Element.
【請求項4】 型枠板当接面と、該型枠板当接面の延長
面に対し所定距離だけ後退した位置に形成された前記延
長面側に開口する桟材保持溝とを備え、前記型枠板当接
面側からその反対面側に連通するセパレータ挿通穴が形
成されていることを特徴とする桟材固定部材。
4. A form plate contact surface, and a crosspiece holding groove formed at a position retracted by a predetermined distance with respect to an extension surface of the form plate contact surface and opening on the extension surface side, A crosspiece fixing member, wherein a separator insertion hole communicating from the mold plate plate contact surface side to the opposite surface side is formed.
JP2000398846A 2000-12-27 2000-12-27 Form assembly method Expired - Fee Related JP4375899B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000398846A JP4375899B2 (en) 2000-12-27 2000-12-27 Form assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000398846A JP4375899B2 (en) 2000-12-27 2000-12-27 Form assembly method

Publications (2)

Publication Number Publication Date
JP2002201799A true JP2002201799A (en) 2002-07-19
JP4375899B2 JP4375899B2 (en) 2009-12-02

Family

ID=18863725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000398846A Expired - Fee Related JP4375899B2 (en) 2000-12-27 2000-12-27 Form assembly method

Country Status (1)

Country Link
JP (1) JP4375899B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031782A (en) * 2015-07-31 2017-02-09 株式会社 ▲高▼▲橋▼監理 Transparent temporary frame structure for forming reinforced concrete building
KR20190048911A (en) * 2017-10-31 2019-05-09 단국대학교 산학협력단 Deck plate assembly
CN111706077A (en) * 2020-06-24 2020-09-25 中铁十六局集团北京轨道交通工程建设有限公司 Assembled side wall template system
CN113958342A (en) * 2021-10-18 2022-01-21 中铁十四局集团建筑工程有限公司 Secondary lining formwork support for side wall of highway tunnel, structure and using method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031782A (en) * 2015-07-31 2017-02-09 株式会社 ▲高▼▲橋▼監理 Transparent temporary frame structure for forming reinforced concrete building
KR20190048911A (en) * 2017-10-31 2019-05-09 단국대학교 산학협력단 Deck plate assembly
KR102112780B1 (en) * 2017-10-31 2020-05-19 단국대학교 산학협력단 Deck plate assembly
CN111706077A (en) * 2020-06-24 2020-09-25 中铁十六局集团北京轨道交通工程建设有限公司 Assembled side wall template system
CN113958342A (en) * 2021-10-18 2022-01-21 中铁十四局集团建筑工程有限公司 Secondary lining formwork support for side wall of highway tunnel, structure and using method
CN113958342B (en) * 2021-10-18 2024-05-10 中铁十四局集团建筑工程有限公司 Expressway tunnel side wall secondary lining template support, structure and use method

Also Published As

Publication number Publication date
JP4375899B2 (en) 2009-12-02

Similar Documents

Publication Publication Date Title
JP2002201799A (en) Form assembling method and crosspiece fixing member
JP3277793B2 (en) Reinforcement method for wall structures
JP3078677U (en) Crosspiece fixing member
JPH11190194A (en) Joint construction of concrete structure
JP3538233B2 (en) Joint structure between steel beam and reinforced concrete beam
JP4068398B2 (en) Underground structure
JPH11117333A (en) Construction method of concrete structure and form therefor
JP2824043B2 (en) Construction method of L-shaped retaining wall
JP2001011991A (en) Form panel and form
JPH0819716B2 (en) How to join precast reinforced concrete columns and beams
KR0127910Y1 (en) Form panel
JPH03161615A (en) Execution method of slope frame
JPS6322216Y2 (en)
JP4238169B2 (en) Formwork device and formwork fixing parts
JP3342738B2 (en) How to build a retaining wall
JPH11293919A (en) Retaining structure of form and method thereof
JP3119117B2 (en) PC version driving formwork and formwork method
JP3382910B2 (en) Formwork panel
JPH0126832Y2 (en)
JP3520488B2 (en) Building frame reinforcement structure
JPH06185071A (en) Method of construction of structure made of concrete and concrete form used for the same method of construction
JPH0678641B2 (en) Slope stabilization method
JP2002327544A (en) Form fixture for concrete retaining wall, and its construction method
JPH10219894A (en) Concrete formwork structure
JPH03166432A (en) Embedded molding box construction method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071226

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090416

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090421

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090618

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20090810

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20090908

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120918

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120918

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130918

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees