JP2560802Y2 - Permanent formwork for beams and their mountings - Google Patents

Permanent formwork for beams and their mountings

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Publication number
JP2560802Y2
JP2560802Y2 JP1991102611U JP10261191U JP2560802Y2 JP 2560802 Y2 JP2560802 Y2 JP 2560802Y2 JP 1991102611 U JP1991102611 U JP 1991102611U JP 10261191 U JP10261191 U JP 10261191U JP 2560802 Y2 JP2560802 Y2 JP 2560802Y2
Authority
JP
Japan
Prior art keywords
permanent
permanent form
formwork
bar
section
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 - Lifetime
Application number
JP1991102611U
Other languages
Japanese (ja)
Other versions
JPH0552006U (en
Inventor
和泉 小笠原
Original Assignee
昭和電工建材株式会社
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 昭和電工建材株式会社 filed Critical 昭和電工建材株式会社
Priority to JP1991102611U priority Critical patent/JP2560802Y2/en
Publication of JPH0552006U publication Critical patent/JPH0552006U/en
Application granted granted Critical
Publication of JP2560802Y2 publication Critical patent/JP2560802Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】本考案は、梁を形成するに際し、
内部に埋込まれる主筋や肋筋からなる梁の配筋を下方か
ら三方を囲撓して、断面略U字形の溝状体を取付け、こ
の溝状体内にコンクリートを打設し、上記溝状体をその
まま残留させて梁の外面を形成する梁の永久型枠および
永久型枠を配筋に取付ける取付具に関する。
[Industrial application] The present invention relates to forming a beam.
The reinforcement of the beam consisting of the main reinforcement and the ribs embedded in the interior is bent in three directions from below, a groove having a substantially U-shaped cross section is attached, concrete is poured into the groove, and the groove is formed. The present invention relates to a permanent form of a beam that forms an outer surface of the beam while leaving the body as it is, and a fixture for attaching the permanent form to a reinforcing bar.

【0002】[0002]

【従来の技術】一般に鉄筋コンクリートの建築物は、型
枠を対向させて配設し、これらをホームタイで連結強化
するとともに、型枠の間にコンクリートを打設し、固化
養生した後、型枠を取外し、表面仕上げを行なってつく
られている。
2. Description of the Related Art In general, reinforced concrete buildings are provided with formwork facing each other, connected and reinforced with a home tie, cast concrete between the formwork, and solidify and cure. It is made by removing and finishing the surface.

【0003】しかしながら上記方法は型枠材料を現場に
搬入し、多数の熟練した人手によって型枠を組まねばな
らない。また、コンクリートを打設し、固化養生した後
型枠を解体し、次の施工のために保管するが、それには
大きな保管スペースが必要となるなど、建築業界におい
て、解決困難な人手と、スペースの問題が発生してい
る。
However, in the above method, the form material must be carried into the site and assembled by a large number of skilled workers. In addition, after casting concrete, curing and curing, the formwork is dismantled and stored for the next construction work, which requires a large storage space. Problem has occurred.

【0004】これを解決するため、表面の美しい建築用
板材を間隔をおいて対向して係止固定し、間にコンクリ
ートを打設した後、取外さずにそのまま建築物の外側或
いは内側とする永久型枠工法が実施されるようになっ
た。
In order to solve this problem, building materials having a beautiful surface are locked and fixed to face each other at intervals, and concrete is poured between them, and then the building material is directly removed from the outside or inside without being removed. The permanent formwork method has been implemented.

【0005】[0005]

【考案が解決しようとする課題】ところで、梁について
は永久型枠の成形が困難なことから、従来の梁の内部に
埋込まれる主筋、肋筋などからなる配筋の下方三方を囲
撓して型枠を形成するとともにホームタイで連結補強
し、内部にコンクリートを打設し、固化養生した後、型
枠を取外し、表面仕上げを行なっている。
However, since it is difficult to form a permanent form for the beam, the lower three sides of the reinforcing bars including the main reinforcing bars and the ribs embedded in the conventional beam are bent. After forming the formwork and connecting and reinforcing it with a home tie, casting concrete inside and curing it, then removing the formwork and finishing the surface.

【0006】本考案者らは、梁の永久型枠工法を行うべ
く種々検討した結果、プレキャステング法でも梁の永久
型枠は造製できるが価格が高いため、使用がむづかしい
が、窯業系材料の押出成形は、長さが自由に選択でき、
任意の断面形状のものが得られることから、梁の永久型
枠が効率よく安価に得られると考えた。本考案は上記の
考えに基づいてなされたもので、梁の配筋の下三方の周
りに梁の永久型枠を取付け、コンクリートを打設するこ
とにより、外面仕上げの施された梁が得られる永久型
枠、および永久型枠を配筋に取付ける取付具を提供する
ことを目的とする。
The inventors of the present invention have conducted various studies to perform a permanent formwork method for beams, and as a result, the permanent formwork for beams can be manufactured by the precasting method, but the cost is high, and thus the use is difficult. Extrusion molding can be freely selected in length,
Since an arbitrary cross-sectional shape can be obtained, it was considered that a permanent form of the beam could be efficiently and inexpensively obtained. The present invention has been made based on the above idea, and a beam with an external finish can be obtained by attaching a permanent form of the beam around the lower three sides of the beam arrangement and casting concrete. An object of the present invention is to provide a permanent form and an attachment for attaching the permanent form to a reinforcing bar.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の梁の永久型枠は、いずれの部分の断
面が同じ略U字形の溝状体で、主筋、肋筋等からなる梁
の配筋を下方より三方を囲撓して配置される、窯業系材
料の押出成形によって形成された梁の永久型枠であっ
て、断面が略U字形の梁の永久型枠を梁の配筋に取付け
るに際し、梁の配筋に対して所定の位置となるように内
面に長さ方向に凸条になるスペーサが一体化されて形成
されていることを特徴としている。 請求項2記載の梁の
永久型枠は、請求項1記載の梁の永久型枠において、断
面略U字形の溝状体が長さ方向に複数分割された部品を
組合わせて形成され、各部品はそれぞれ窯業系材料の押
出成形によって形成されていることを特徴としている。
[MEANS FOR SOLVING THE PROBLEMS] To achieve the above object
In addition, the permanent form of the beam according to the first aspect is designed to cut any part.
A beam with a substantially U-shaped groove on the same side, consisting of main bars, ribs, etc.
Ceramics materials that are arranged by bending the reinforcement of the three sides from below
The permanent form of the beam formed by extruding
And attach the permanent formwork of a beam with a substantially U-shaped cross section to the reinforcement of the beam
When installing, make sure that
Spacer that is convex in the length direction is integrally formed on the surface
It is characterized by being. The beam according to claim 2
The permanent form according to claim 1, wherein the permanent form is
A part in which a substantially U-shaped groove is divided in the length direction
Each part is made of ceramic materials.
It is characterized by being formed by extrusion molding.

【0008】請求項3記載の梁の永久型枠は、請求項1
または請求項2記載の梁の永久型枠において、断面が略
U字形の梁の永久型枠の少なくとも一部に、長さ方向の
複数の貫通孔が形成されていることを特徴としている。
請求項4記載の梁の永久型枠は、請求項1〜3のいずれ
か1項記載の梁の永久型枠において、断面が略U字形の
梁の永久型枠の外周を着脱自在な補強具で補強したこと
を特徴としている。
[0008] The permanent form of the beam according to claim 3 is claim 1.
Alternatively, in the permanent form of the beam according to claim 2, the cross section is substantially
At least a part of the permanent form of the U-shaped beam is
It is characterized in that a plurality of through holes are formed.
The permanent form of the beam according to claim 4 is any one of claims 1 to 3.
4. The permanent form of the beam according to claim 1, wherein the cross section is substantially U-shaped.
Reinforcing the outer periphery of the permanent form of the beam with removable reinforcement
It is characterized by.

【0009】請求項5記載の梁の永久型枠の取付具は、
梁の配筋の上面に、長さ方向に対して直角かつ配筋の幅
方向に、該配筋より上部に位置して設けられた吊上筋
と、この吊上筋の両側にそれぞれ一端が取付けられ、配
筋の三方を下から囲撓する梁の永久型枠の両側外面に沿
って垂下された伸縮自在な側部筋と、これら側部筋の他
端に両側がそれぞれ取付けられた上記永久型枠の底部に
当接する持上筋とを有することを特徴としている。 請求
項6記載の梁の永久型枠の取付具は、請求項5記載の梁
の永久型枠の取付具において、梁の配筋の上面および吊
上筋の間にセットされ、それらの間を一定の間隔に保持
する枕部材が設けられたことを特徴としている。
According to a fifth aspect of the present invention, there is provided a mounting tool for a permanent form of a beam.
At the top of the beam reinforcement, at right angles to the length direction and the width of the reinforcement
Hoisting muscle provided above the reinforcing bar in the direction
And one end is attached to each side of
Along the outer surfaces on both sides of the permanent form of the beam that bends the streaks from below
Telescopic side muscles that hang down
At the bottom of the permanent formwork with both sides attached to the ends
It is characterized in that it has a lifting muscle that comes into contact with it. Claim
The mounting fixture for a permanent form of a beam according to claim 6 is the beam according to claim 5.
Of the permanent formwork fixtures of
Set between upper muscles, keep a certain distance between them
A pillow member is provided.

【0010】[0010]

【作用】本考案は上記の構成となっているので、所望形
状の梁の永久型枠が容易に得られ、この永久型枠を取付
具を用い、配筋の所定の位置に留付けコンクリートを打
設すれば、永久型枠が外面に固定された梁が形成され
る。また、梁の配筋に対して所定の位置となるように内
面に長さ方向に凸条になるスペーサが一体化されて形成
されているので、このスペーサによって配筋に対する永
久型枠の位置を正しくすることができる。
Since the present invention has the above-mentioned structure, a permanent form of a beam having a desired shape can be easily obtained, and the permanent form is fixed to a predetermined position of a reinforcing bar using a fixture. When cast, a beam is formed with the permanent form fixed to the outer surface. Also, adjust the inner position so that it is
Spacer that is convex in the length direction is integrally formed on the surface
The spacers provide a permanent
The position of the formwork can be correct.

【0011】[0011]

【実施例】図1および図2は本考案に係る梁の永久型枠
の一実施例を示すものである。永久型枠は、断面形状が
いずれの部分においても同じ溝状体であれば、半円形溝
状体、多角形溝状体などその形状の制限はないが、以下
断面長方形の角形の永久型枠1を代表例として説明す
る。
1 and 2 show an embodiment of a permanent beam formwork according to the present invention. The shape of the permanent form is not limited, such as a semicircular groove, a polygonal groove, or the like, as long as the cross-sectional shape is the same groove-shaped body in any portion. 1 will be described as a representative example.

【0012】上記永久型枠1は主筋2a、肋筋2b等か
らなる梁の配筋2の下方3方を囲撓するとともに配筋2
を支持体としてこれに取付けることもできる。上記永久
型枠1は、この永久型枠1を長さ方向の分割線3aによ
って複数分割した部品3を組合わせた永久型枠であって
もよい。上記永久型枠は窯業系材料による押出成形によ
って形成され、押出方向に対して直角な断面は全く同じ
形状である。したがってこれを図1に示すように長さ方
向に分割し、組合わせた永久型枠を形成する部品3も、
押出成形によってつくることが出来、いずれにしても能
率的かつ安価な永久型枠1が得られる。
The permanent form 1 deflects three lower sides of the beam arrangement 2 consisting of the main reinforcement 2a, the rib 2b, etc.
Can also be attached to this as a support. The permanent form 1 may be a permanent form in which a plurality of parts 3 obtained by dividing the permanent form 1 by a plurality of division lines 3a in the longitudinal direction are combined. The permanent mold is formed by extrusion of a ceramic material, and the cross section perpendicular to the extrusion direction has exactly the same shape. Therefore, as shown in FIG. 1, this is divided in the longitudinal direction, and the part 3 forming the combined permanent form is also
It can be made by extrusion, and in any case, an efficient and inexpensive permanent form 1 can be obtained.

【0013】上記部品3を組合わせる場合、分割部分
(当接部分) 4に図3に示すように係合する実5を形成
しておけば、当接部分4を押圧することにより、当接部
分4における横方向のズレが防止され、容易に永久型枠
を形成することが出来る。上記部品3を組合わせた永久
型枠は、例えば図4、図5に示すように着脱自在な補強
具6等によって永久型枠に組み、使用に供されるが、組
合わせに手間がかかる。しかし、部品3として例えば板
状体のような簡単な形状のものを押出成形すればよく、
押出成形が容易となる長所がある。上記補強具6は、こ
れを配筋2への取付具として用いることもでき、一体成
形の永久型枠に取付け、これを介して配筋に取付けても
よい。以下一体成形の永久型枠について説明し、組立て
られた永久型枠については説明を省略する。
In the case where the above-mentioned parts 3 are combined, if a real part 5 to be engaged is formed in the divided part (contact part) 4 as shown in FIG. Lateral displacement of the portion 4 is prevented, and the permanent mold can be easily formed. The permanent form combined with the above-mentioned components 3 is assembled into a permanent form by a detachable reinforcing member 6 or the like as shown in FIGS. 4 and 5, for example, and is used, but the assembling takes time. However, it is only necessary to extrude a component 3 having a simple shape such as a plate,
It has the advantage of easy extrusion. The reinforcing tool 6 can be used as a mounting tool for the reinforcing bars 2, and may be mounted on an integrally formed permanent form, and may be mounted on the reinforcing bars via this. Hereinafter, the integrally formed permanent form will be described, and the description of the assembled permanent form will be omitted.

【0014】上記永久型枠を押出成形する際に、図6に
示すように、内面に長さ方向の凸条7…を形成し、この
凸条7と配筋2とによって、配筋2に対する永久型枠1
の位置を正しくすることができる。また同様にしてアリ
溝に対応する凸部8を形成することも容易であり、適宜
形成して打設したコンクリートと永久型枠1との係合を
強固なものとすることができる。また、凸条7を形成せ
ず上記アリ溝に対応する凸部8の高さ寸法を凸条7と同
じ高さとし、これを配筋2に対する永久型枠1の位置を
決めるのに使用してもよい。
When extruding the permanent form, as shown in FIG. 6, convex ridges 7 in the longitudinal direction are formed on the inner surface. Permanent formwork 1
Can be positioned correctly. Similarly, it is easy to form the convex portion 8 corresponding to the dovetail groove, and the engagement between the appropriately formed and cast concrete and the permanent form 1 can be strengthened. Also, the height dimension of the projection 8 corresponding to the dovetail groove is set to the same height as the projection 7 without forming the projection 7, and this is used to determine the position of the permanent form 1 with respect to the reinforcing bar 2. Is also good.

【0015】さらに押出成形の際に、図7に示すよう
に、長さ方向の貫通孔10を形成することは容易で、全
体に多数の貫通孔を設けて中空体とし軽量化することが
できる。また第8図に示すように永久型枠1の両縁に沿
った貫通孔10′に吊棒11を挿通し、この吊棒11の
貫通孔10′より突出した部分を介して配筋に永久型枠
1を取付けてもよい。例えば、図9に示すように、吊棒
11,11をわたって上筋12をとりつけ、さらに吊棒
11,11にそれぞれ伸縮自在な側筋13の一方の端部
を取付け、この側筋13のそれぞれの他端を貫通孔に挿
通した第2吊棒11′,11´に取付け、吊棒11,1
1を介して、永久型枠1が吊上げられ、配筋に取付けら
れるようにしたものである。なお14はターンバックル
である。
Further, as shown in FIG. 7, during the extrusion molding, it is easy to form the through holes 10 in the longitudinal direction, and it is possible to provide a large number of through holes as a whole to reduce the weight by forming a hollow body. . Also, as shown in FIG. 8, a hanging rod 11 is inserted into a through hole 10 'along both edges of the permanent form 1, and the hanging rod 11 is permanently attached to a reinforcing bar through a portion protruding from the through hole 10'. The mold 1 may be attached. For example, as shown in FIG. 9, an upper streak 12 is attached across the hanging bars 11, 11, and one end of an extendable side bar 13 is attached to each of the hanging bars 11, 11. The other ends are attached to the second suspension rods 11 ', 11' inserted through the through holes, respectively.
1, a permanent form 1 is lifted and attached to a reinforcing bar. 14 is a turnbuckle.

【0016】上記、上筋12、側筋13と吊棒11,1
1′との係合は、両端の環状体を吊棒に通しているが、
環状体をフックとしてもよい。このように貫通孔10が
設けられた永久型枠はこの貫通孔を利用して吊棒11を
取付け、これを介して配筋に係止することができる。
The above-mentioned upper muscle 12, side muscle 13, and hanging rods 11, 1
For engagement with 1 ', the annular body at both ends is passed through the hanging rod,
The ring may be a hook. The permanent form provided with the through-holes 10 as described above can be attached to the hanging rods 11 by using the through-holes and locked to the reinforcing bars via the hanging rods 11.

【0017】しかし本考案の永久型枠のすべてを配筋に
取付けることができる取付具は、図10、図11に示す
ように、配筋2の上面に長さ方向に対して直角で、かつ
配筋の幅方向両側に両端部をそれぞれ突出させた吊上筋
21を設け、この吊上筋21の両端部に、上記配筋の三
方を下方から囲撓する梁の永久型枠1の両側に沿って垂
下した伸縮自在な側部筋22の一端を取付け、これら側
部筋22の他端には上記永久型枠1の底部に当接する持
上筋23が設けられている。上記取付具の側部筋22の
伸縮は、力が必要で通常ターンバックル22aが用いら
れる。
However, as shown in FIG. 10 and FIG. 11, the mounting tool for mounting all of the permanent form of the present invention on the reinforcing bars is perpendicular to the longitudinal direction on the upper surface of the reinforcing bars 2 and On both sides in the width direction of the reinforcing bars, there are provided lifting bars 21 having both ends protruding, and on both ends of the lifting bars 21, both sides of the permanent form 1 of the beam that bends three sides of the reinforcing bars from below. One end of a stretchable side streak 22 hanging down along is attached, and the other end of the side streak 22 is provided with a lifting streak 23 which contacts the bottom of the permanent form 1. Expansion and contraction of the side streaks 22 of the attachment require a force and a normal turnbuckle 22a is used.

【0018】また、図11に示すように上記吊上筋21
と配筋2との間隔を変え、永久型枠1の配筋2に対する
位置を自由に変えるためこれらの間に、所望の高さの枕
部材24を配置してもよい。或いは図12に示すように
枕部材24と吊上筋21とを一体物としてもよい。上記
枕部材24が別体の場合には、コンクリートを打設した
際に、枕部材24を埋込んだままとすることが出来る
が、一体物では枕部材24および吊上筋21とが残留さ
れる。
Further, as shown in FIG.
The pillow member 24 having a desired height may be arranged between the reinforcing member 2 and the reinforcing member 2 in order to change the distance between the reinforcing member 2 and the reinforcing member 2 to freely change the position of the permanent form 1 with respect to the reinforcing member 2. Alternatively, as shown in FIG. 12, the pillow member 24 and the lifting muscle 21 may be integrated. When the pillow member 24 is a separate body, the pillow member 24 can be left buried when the concrete is cast, but the pillow member 24 and the lifting muscle 21 remain as an integral body. You.

【0019】また図13は、図10、図11に示す吊上
筋21、側部筋22、持上筋23を用いる場合、各筋の
係合を強固とするもので、永久型枠1の側面に当接し、
吊上筋21、持上筋22に挿通される孔が上下に設けら
れかつ一方の孔が長孔となっている板鋼、型鋼25等を
取付け、この板鋼25の外側にスペーサ26を介して側
部筋22を取付け、ナット27で締める。この側部筋2
2のターンバックルを調整することによって、永久型枠
1は、強固かつ安定して取付けられる。
FIG. 13 shows a case where the lifting muscle 21, the lateral muscle 22, and the lifting muscle 23 shown in FIGS. 10 and 11 are used to strengthen the engagement of the muscles. Abut on the side,
A plate steel, a mold steel 25, or the like, in which holes to be inserted into the lifting muscle 21 and the lifting muscle 22 are provided up and down and one hole is a long hole, is attached. Attach the side streaks 22 and tighten with the nut 27. This side streak 2
By adjusting the turnbuckle 2, the permanent form 1 is firmly and stably mounted.

【0020】すなわち、貫通孔が形成されている場合、
一体の補強具が設けられる場合等、それぞれ種々な方法
で配筋に取付けられるが、上記取付具は、本考案に係る
すべての梁の永久型枠に適用できるものである。
That is, when a through hole is formed,
In the case where an integral reinforcement is provided, the reinforcement is attached to the reinforcing bars by various methods, but the above-mentioned attachment is applicable to the permanent formwork of all the beams according to the present invention.

【0021】[0021]

【考案の効果】以上説明したように、本考案に係る梁の
永久型枠は、窯業系材料の押出成形によって形成される
ので、長さ、横断面形状が自由に選択でき、これを配筋
に取付け、コンクリートを打設することによって外観の
優れた梁が形成される。また、梁の配筋に対して所定の
位置となるように内面に長さ方向に凸条になるスペーサ
が一体化されて形成されているので、このスペーサによ
って配筋に対する永久型枠の位置を正しくすることがで
きる。また本考案の取付具を用いれば、本考案に係る梁
の永久型枠はすべて容易に配筋にとめつけることができ
る。
As described above, since the permanent form of the beam according to the present invention is formed by extrusion of a ceramic material, the length and the cross-sectional shape can be freely selected, and the reinforcement is provided. And cast concrete to form beams with excellent appearance. In addition, the prescribed
Spacer that becomes convex in the length direction on the inner surface so that it is located
Are formed integrally with each other.
The correct position of the permanent formwork relative to the reinforcement
Wear. Also, by using the fixture of the present invention, all the permanent forms of the beam according to the present invention can be easily fastened to the reinforcing bars.

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

【図1】下方から配筋の三方を梁の永久型枠で囲撓した
状態を示す斜視図である。
FIG. 1 is a perspective view showing a state where three sides of a reinforcing bar are surrounded and bent by a permanent form of a beam from below.

【図2】図1のII−II線矢視図である。FIG. 2 is a view taken along the line II-II in FIG.

【図3】部品の当接部分の正面図である。FIG. 3 is a front view of a contact portion of a component.

【図4】補強具で永久型枠の周囲を補強した斜視図であ
る。
FIG. 4 is a perspective view in which the periphery of a permanent mold is reinforced with a reinforcing tool.

【図5】補強具の他の例を示す正面図である。FIG. 5 is a front view showing another example of the reinforcing device.

【図6】内周面に凸条およびアリ溝に対応する凸部が形
成されている永久型枠の正面図である。
FIG. 6 is a front view of a permanent form in which a protrusion corresponding to a ridge and a dovetail groove is formed on an inner peripheral surface.

【図7】多数の貫通孔が形成されている永久型枠の正面
図である。
FIG. 7 is a front view of a permanent form in which a large number of through holes are formed.

【図8】多数の貫通孔が形成され、縁近傍の貫通孔に、
とめ付けのベースとなる吊棒が挿入された状態を示す正
面図である。
FIG. 8 shows a large number of through holes formed in a through hole near the edge;
It is a front view showing the state where the hanging stick used as the base of the attachment was inserted.

【図9】吊棒をベースとして配筋に永久型枠を係止する
状態の一例を示す正面図である。
FIG. 9 is a front view showing an example of a state in which a permanent form is locked to a reinforcing bar based on a hanging rod.

【図10】本考案の永久型枠を配筋に取付ける取付具の
正面図である。
FIG. 10 is a front view of the fixture for attaching the permanent form of the present invention to the reinforcing bars.

【図11】吊上筋と配筋との間に枕部材を入れた状態を
示す斜視図である。
FIG. 11 is a perspective view showing a state in which a pillow member is inserted between the lifting muscle and the reinforcing bars.

【図12】吊上筋と一体化された枕部材の斜視図であ
る。
FIG. 12 is a perspective view of a pillow member integrated with a lifting muscle.

【図13】図10の他の例を示す図である。FIG. 13 is a diagram showing another example of FIG. 10;

【符号の説明】[Explanation of symbols]

1 梁の永久型枠 2 配筋 2a 主筋 2b 助筋 3 部品 3a 分割線 4 分割部分、当接部分 5 実 6 補強具 7 凸条 8 アリ溝に対応する凸部 10 貫通孔 10′ 縁近傍の貫通孔 11 吊棒 11′ 第2吊棒 12 上筋 13 側筋 14 ターンバックル 21 吊上筋 22 側部筋 22a ターンバックル 23 持上筋 24 枕部材 25 板鋼 26 スペーサ 27 ナット DESCRIPTION OF SYMBOLS 1 Permanent form of beam 2 Reinforcing bar 2a Main reinforcing bar 2b Reinforcing bar 3 Parts 3a Dividing line 4 Dividing part, abutting part 5 Real 6 Reinforcement 7 Convex line 8 Convex portion corresponding to dovetail groove 10 Through hole 10 'Near edge Through-hole 11 Suspension rod 11 'Second suspension rod 12 Upper bar 13 Side bar 14 Turnbuckle 21 Lift bar 22 Side bar 22a Turnbuckle 23 Lifting bar 24 Pillow member 25 Sheet steel 26 Spacer 27 Nut

Claims (6)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 いずれの部分の断面が同じ略U字形の溝
状体で、主筋、肋筋等からなる梁の配筋を下方より三方
を囲撓して配置される、窯業系材料の押出成形によって
形成された梁の永久型枠であって、断面が略U字形の梁
の永久型枠を梁の配筋に取付けるに際し、梁の配筋に対
して所定の位置となるように内面に長さ方向に凸条にな
るスペーサが一体化されて形成されている梁の永久型
枠。
1. Extrusion of ceramic materials, wherein a section of any part is a substantially U-shaped groove-shaped body, and a reinforcing bar of a beam composed of a main reinforcing bar, a rib bar, etc. is arranged so as to bend in three directions from below. By molding
A beam having a substantially U-shaped cross section , which is a permanent formwork of the formed beam.
When attaching the permanent formwork to the beam reinforcement,
The inner surface to be convex in the length direction so that it is in the specified position.
The permanent form of the beam which is formed integrally with the spacer .
【請求項2】 断面略U字形の溝状体が長さ方向に複数
分割された部品を組合わせて形成され、各部品はそれぞ
れ窯業系材料の押出成形によって形成されている請求項
1記載の梁の永久型枠。
2. A plurality of grooves having a substantially U-shaped cross section are provided in a longitudinal direction.
Formed by combining the divided parts, each part is
Claims which are formed by extrusion of ceramic materials
2. The permanent formwork of the beam according to 1.
【請求項3】 断面が略U字形の梁の永久型枠の少なく
とも一部に、長さ方向の複数の貫通孔が形成されている
請求項1または2記載の梁の永久型枠。
3. A permanent form of a beam having a substantially U-shaped cross section is reduced.
A plurality of longitudinal through holes are formed in both
The permanent form of the beam according to claim 1.
【請求項4】 断面が略U字形の梁の永久型枠の外周を
着脱自在な補強具で補強した請求項1〜3のいずれか1
項記載の梁の永久型枠。
4. An outer periphery of a permanent form of a beam having a substantially U-shaped cross section.
4. The method according to claim 1, wherein the reinforcing member is reinforced with a detachable reinforcing member.
Permanent formwork of the beam described in the paragraph.
【請求項5】 梁の配筋の上面に、長さ方向に対して直
角かつ配筋の幅方向に、該配筋より上部に位置して設け
られた吊上筋と、この吊上筋の両側にそれぞれ一端が取
付けられ、配筋の三方を下から囲撓する梁の永久型枠の
両側外面に沿って垂下された伸縮自在な側部筋と、これ
ら側部筋の他端に両側がそれぞれ取付けられた上記永久
型枠の底部に当接する持上筋とを有することを特徴とす
る梁の永久型枠の取付具。
5. A vertical arrangement in the longitudinal direction on the upper surface of the reinforcing bar of the beam.
Provided at the corner and above the bar in the width direction of the bar
And one end on each side of the lifting muscle
Of the permanent form of the beam which is attached and
Telescopic side muscles hanging along both outer surfaces and this
Permanent with both sides attached to the other end of the lateral streak
A lifting stud that contacts the bottom of the formwork.
A fixture for permanent formwork of beams.
【請求項6】 梁の配筋の上面および吊上筋の間にセッ
トされ、それらの間を一定の間隔に保持する枕部材が設
けられた、請求項5記載の梁の永久型枠の取付具。
6. A setting between an upper surface of a beam reinforcing bar and a lifting bar.
Pillow members that hold them at regular intervals
6. A fixture for a permanent formwork of a beam according to claim 5, wherein the fixture is sunk.
JP1991102611U 1991-12-12 1991-12-12 Permanent formwork for beams and their mountings Expired - Lifetime JP2560802Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991102611U JP2560802Y2 (en) 1991-12-12 1991-12-12 Permanent formwork for beams and their mountings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991102611U JP2560802Y2 (en) 1991-12-12 1991-12-12 Permanent formwork for beams and their mountings

Publications (2)

Publication Number Publication Date
JPH0552006U JPH0552006U (en) 1993-07-09
JP2560802Y2 true JP2560802Y2 (en) 1998-01-26

Family

ID=14332044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991102611U Expired - Lifetime JP2560802Y2 (en) 1991-12-12 1991-12-12 Permanent formwork for beams and their mountings

Country Status (1)

Country Link
JP (1) JP2560802Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102501040B1 (en) * 2021-01-22 2023-02-17 박정근 Method For Constructing Embedded Rail Track

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6043547A (en) * 1983-08-19 1985-03-08 槙谷 栄次 Mold frame and reinforcement iron integral assembling and constructing method
JPS6043548A (en) * 1983-08-21 1985-03-08 奥苑 雄二 Method and member for constructing structure

Also Published As

Publication number Publication date
JPH0552006U (en) 1993-07-09

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