JP3689376B2 - Void holding device - Google Patents

Void holding device Download PDF

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Publication number
JP3689376B2
JP3689376B2 JP2002048204A JP2002048204A JP3689376B2 JP 3689376 B2 JP3689376 B2 JP 3689376B2 JP 2002048204 A JP2002048204 A JP 2002048204A JP 2002048204 A JP2002048204 A JP 2002048204A JP 3689376 B2 JP3689376 B2 JP 3689376B2
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Japan
Prior art keywords
holding member
void
truss
disposed
adjacent
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Expired - Fee Related
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JP2002048204A
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JP2003247293A (en
Inventor
勉 益満
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株式会社富士昭技研
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Description

【0001】
【産業上の利用分野】
この発明は、コンクリートスラブを軽量化するために床構造材に取り付けるボイドの位置を保持するための装置に関するものである。
【0002】
【従来の技術】
従来コンクリートスラブの軽量化や配線等のために床構造材にボイドを取り付ける場合、ボイドを線材や番線などで締結して固定している。
係る問題点を解消するものとして、先に出願人はボイドを断面楕円形として上下寸法を可及的に大きくとり、配力下端筋と配力上端とで上下を押さえてボイドの浮き上がりを防止するようにしたものを提案した(特願2001−214676)
しかしながら、上記発明の実効を得るためにはボイドの寸法が制約されるため、ボイドの位置を保持するための簡易な補助手段が望まれていた。
【0003】
【発明が解決しようとする課題】
この発明は、ボイドの寸法にかかわりなく、ボイドの浮き上がりを防止し、所定の位置に保持する簡易な手段を提供することを課題とするものである。
【0004】
【課題を解決するための手段】
この発明は、基板に山状の屈曲部を複数有する吊筋を複数平行に配設し、前記吊筋の各屈曲部の頂部下側にトラスの上端筋を固着し、前記トラスの下端筋は前記基板の上方に位置させ、前記吊筋の屈曲部間にボイドを配設した床構造材において、前記ボイドの位置を保持するために、前記隣接するトラスの上端筋間に前記ボイドの下側を保持する下側保持部材を配設し、前記隣接するトラスの上端筋と下端筋との間に前記ボイドの上側を保持する上側保持部材を配設し、この上側保持部材の一端を前記隣接する一方のトラスの上端筋に係止し他端を他方のトラスの下端筋に係止させてボイド保持装置を構成したものである。
前記上側保持部材は、ボイドを挟んで隣接する一方のトラスの上端筋と他方のトラスの下端筋との間に配設する第一の上側保持部材と、ボイドを挟んで隣接する一方のトラスの下端筋と他方のトラスの上端筋との間に配設する第二の上側保持部材とを組合せて配設することが好ましい(請求項2)。
そして、前記上側保持部材はバネ鋼とし、上端筋及び下端筋に弾性的に係止させるようにすると施工が容易である(請求項3)。尤も、上下の保持部材の材質は金属のほか合成樹脂とすることもできる。
前記ボイドは、スラブの軽量化目的の場合は断面楕円形の発泡スチロールが好ましいが、形状、材質に制約はなく、鋼管を用いることもできる。
【0005】
【作用】
この発明において、ボイドの下側は下側保持部材によって保持され、ボイドの上側は上側保持部材によって保持されるので、ボイドは上下の保持部材によって挟み込まれ、コンクリート打設時に浮き上がることがない。
特に、請求項の発明においては第一の上側保持部材によってボイドの上側一側が保持され、第二の上側保持部材によってボイドの上側他側が保持されることとなり、ボイドの横方向の移動も阻止される。
また、上下の保持部材を上端筋又は下端筋に係止させて取り付けるものとすれば、取り付けが容易であり作業性が向上する。
【0006】
【発明の実施の形態】
図において、鉄板1の上面に吊筋2が複数等間隔かつ平行に配設してある。この吊筋2には山状の屈曲部3が複数等間隔で形成してあり、この屈曲部3の各頂部3aの下側に前記吊筋2と直角に配設されたトラス4の上端筋5が固着してある。このトラス4は、上端筋5とラチス筋6、下端筋7で構成してあり、前記下端筋7は前記鉄板1の上方に位置しコンクリートの被りが得られるようにしてある。
図中符号8は前記トラスの上端筋5の上側に配設される配力上端筋、9はトラスの下端筋7の上側に配設される配力下端筋であり、配力下端筋9はボイド配設前に、配力上端筋8はボイドの配設後にそれぞれ配設する。
【0007】
前記吊筋2の屈曲部3の間に、ボイド10が配設してある。このボイド10は縦長の断面楕円形であり発泡スチロール製としてある。前記ボイド10は下側保持部材11、第一の上側保持部材12、第二の上側保持部材13によって保持されている。
図1においては、左側から下側保持部材11、第一の上側保持部材、第二の上側保持部材の順で配置してあるが、その順序は問わない。
【0008】
前記下側保持部材11は線材であって、図2に示すように、トラス4の上端筋5の上側に係止する頂部11aとボイド10の下側を保持する低部11bを有し、前記頂部11aを上端筋5に係止させることによってトラスに取り付けられている。
前記低部11bは、前記ボイド10の下端部及び下部両側面に沿って湾曲しており、ボイド10の下端部及び下部両側を保持し得るようにしてある。
【0009】
前記第一の上側保持部材12はバネ鋼製であって、図3における左側のトラス4aの上端筋5aと、これに隣接するトラス4bの下端筋7bとの間に配設してある。この第一の上側保持部材12の一端には前記上端筋5aの下側に係止する鉤状の係止部12aが、他端には前記下端筋7bの下側に係止する鉤状の係止部12bが形成してあり、中間部12cはボイド10の上端部及び上部一側(トラス4b側)に沿って湾曲し、ボイド10の上端部及び上部一側を保持し得るようにしてある。
【0010】
前記第二の上側保持部材13もバネ鋼製であって、前記第一の上側保持部材とは逆に、図4における左側のトラス4aの下端筋7aと、これに隣接するトラス4bの上端筋5bとの間に配設してある。この第二の上側保持部材13の一端には前記下端筋7aの下側に係止する鉤状の係止部13aが、他端には前記上端筋5bの下側に係止する鉤状の係止部13bが形成してあり、中間部13cはボイド10の上端部及び上部一側(トラス4a側)に沿って湾曲し、ボイド10の上端部及び上部一側を保持し得るようにしてある。
なお、前記第一、第二の上側保持部材は同一の部材であって、取り付け方向を反対にしたものである
【0011】
この実施形態のボイド保持装置を施工する場合、まず下側保持部材11を所定の位置に配設する。この配設作業は、トラス4の上方から下側保持部材11を落としこみ、頂部11aを上端筋5に係止させればよい。
次いで、前記下側保持部材11の低部11bにボイド10を載せる。
その後第一、第二の上側保持部材12、13の係止部を所定の上端筋及び下端筋に係止させる。ここで、第一1、第二の上側保持部材はバネ鋼であるから、始めにその一端を下端筋に係止した後、他端を上端筋に係させる手順をとることにより、容易に取り付けることができる。また、バネ鋼であるから予め中間部を湾曲に成形しておかなくとも、両端を係止させることにより中間部は自然とボイドの周面に沿って変形する。
【0012】
上記実施形態によれば、ボイドの下部は下部保持部材によって保持され、ボイドの上部は上部保持部材によって保持されるので、ボイドの上下は両保持部材によって固定され、その浮き上がりは阻止される。
加えて、下部保持部材はボイドの下面に沿って湾曲させ、上部保持部材はボイドの上部一側を保持する第一の上部保持部材と、ボイドの上部他側を保持する第二の上部保持部材とで構成したので、ボイドは下部においては下端部と下部両側が下部保持部材によって保持され、上部においては上端部と上部両側が上部保持部材によって保持されることとなり、結局ボイドはほぼ全周に亘って保持部材によって保持されるので、浮き上がりのみならず横位置の移動も阻止される。
したがって、コンクリート打設時におけるボイドの移動は可及的に防止され、ボイドの設計通りの配置が可能となる。
【0013】
なお、この発明において、下部保持部材の形状は実施形態に示すものの他、例えばボイドの下端と両側上下中間部を保持する方形枠状のものとしたり、下部両側のみを保持するV字状のものとすることも可能である(図5)。
また、上側保持部材も1本でボイドの上部両側を保持できるように中間部を逆U字状とすることも可能である。
【0014】
【発明の効果】
この発明によれば、ボイドの上下を保持部材で保持してボイドを固定することができるので、コンクリート打設時におけるボイドの浮き上がり等を防止することができる。そして、上下の保持部材はいずれもトラスに係止して取り付けるものであるから、取り付け作業が容易であり、作業性も向上する。
【図面の簡単な説明】
【図1】 この発明の実施形態1の正面図である。
【図2】 同じく下側保持部材を示す図1のA−A断面図である。
【図3】 同じく第一の上側保持部材を示す図1のB−B断面図である。
【図4】 同じく第二の上側保持部材を示す図1のC−C断面図である。
【図5】 保持部材の別の態様を示す図である。
【符号の説明】
1 鉄板
2 吊筋
3 屈曲部
4 トラス
5 上端筋
6 ラチス筋
7 下端筋
8 配力上端筋
9 配力下端筋
10 ボイド
11 下側保持部材
12 第一の上側保持部材
13 第二の上側保持部材
[0001]
[Industrial application fields]
The present invention relates to an apparatus for maintaining the position of a void attached to a floor structure material in order to reduce the weight of a concrete slab.
[0002]
[Prior art]
Conventionally, when a void is attached to a floor structure material in order to reduce the weight of a concrete slab, wiring, etc., the void is fastened and fixed with a wire or a wire.
As to solve the problems of the applicant previously took as much as possible increases the vertical dimension of the void as elliptical cross section, preventing the floating of voids pressing the up and down by the arrangement forces the lower end muscle and Hairyoku upper muscle I proposed what I did (Japanese Patent Application 2001-214676) .
However, since the size of the void is restricted in order to obtain the effect of the above invention, a simple auxiliary means for maintaining the position of the void has been desired.
[0003]
[Problems to be solved by the invention]
An object of the present invention is to provide a simple means for preventing the void from rising and holding it in a predetermined position regardless of the size of the void.
[0004]
[Means for Solving the Problems]
In the present invention, a plurality of suspending bars having a plurality of mountain-shaped bent portions are arranged in parallel on the substrate, and the upper end bars of the truss are fixed to the lower side of the top of each bent portion of the suspending bars. In the floor structure material positioned above the substrate and having voids disposed between the bent portions of the suspension bars, the lower side of the voids between the upper end bars of the adjacent trusses in order to maintain the position of the voids. disposed lower holding member for holding the, disposed the upper holding member for holding the upper side of the void between the upper muscle of the adjacent truss and the lower end muscle, the adjacent end of the upper retaining member The void retaining device is configured by engaging with the upper end of one truss and engaging the other end with the lower end of the other truss .
The upper holding member includes a first upper holding member disposed between an upper end bar of one truss adjacent to the void and a lower bar bar of the other truss, and one truss adjacent to the void. It is preferable that the second upper holding member disposed between the lower end bar and the upper bar of the other truss is disposed in combination.
And if the said upper holding member is made from spring steel and it is made to latch elastically to an upper end reinforcement and a lower end reinforcement, construction will be easy. However, the material of the upper and lower holding members may be a synthetic resin in addition to a metal.
For the purpose of reducing the weight of the slab, the void is preferably a foamed polystyrene having an elliptical cross section. However, the shape and material are not limited, and a steel pipe can also be used.
[0005]
[Action]
In this invention, since the lower side of the void is held by the lower holding member and the upper side of the void is held by the upper holding member, the void is sandwiched by the upper and lower holding members and does not float when placing concrete.
In particular, in the claimed invention, the upper one side of the void is held by the first upper holding member and the upper other side of the void is held by the second upper holding member, and the movement of the void in the lateral direction is also prevented. The
Further, if the upper and lower holding members are attached to the upper and lower ends, the attachment is easy and the workability is improved.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
In the drawing, a plurality of suspension bars 2 are arranged at equal intervals and in parallel on the upper surface of the iron plate 1. A plurality of mountain-shaped bent portions 3 are formed at equal intervals on the suspending bar 2, and the upper end bars of the truss 4 disposed at right angles to the suspending bar 2 below each apex 3 a of the bent portion 3. 5 is fixed. The truss 4 is composed of an upper end bar 5, a lattice bar 6, and a lower end bar 7, and the lower end bar 7 is positioned above the iron plate 1 so as to obtain a concrete covering.
In the figure, reference numeral 8 is a distribution upper end bar disposed above the upper truss 5 of the truss, 9 is a lower distribution bar disposed above the lower end bar 7 of the truss, Before the void is disposed, the distribution upper end muscle 8 is disposed after the void is disposed.
[0007]
A void 10 is disposed between the bent portions 3 of the hanging muscle 2. The void 10 has a vertically long cross-sectional oval shape and is made of polystyrene foam. The void 10 is held by a lower holding member 11, a first upper holding member 12, and a second upper holding member 13.
In FIG. 1, the lower holding member 11, the first upper holding member, and the second upper holding member are arranged in this order from the left side, but the order is not limited.
[0008]
The lower holding member 11 is a wire, and as shown in FIG. 2, the lower holding member 11 has a top portion 11 a that is locked on the upper side of the upper end bar 5 of the truss 4 and a lower portion 11 b that holds the lower side of the void 10. The top 11a is attached to the truss by locking the top 11a with the top muscle 5.
The low portion 11b is curved along the lower end portion and the lower side surfaces of the void 10 so that the lower end portion and the lower side of the void 10 can be held.
[0009]
The first upper holding member 12 is made of spring steel and is disposed between the upper end bar 5a of the left truss 4a in FIG. 3 and the lower end bar 7b of the truss 4b adjacent thereto. One end of the first upper holding member 12 has a hook-like locking portion 12a locked to the lower side of the upper end line 5a, and the other end has a hook-like locking part locked to the lower side of the lower end line 7b. A locking portion 12b is formed, and the intermediate portion 12c is curved along the upper end portion and the upper one side (the truss 4b side) of the void 10 so that the upper end portion and the upper one side of the void 10 can be held. is there.
[0010]
The second upper holding member 13 is also made of spring steel. Contrary to the first upper holding member, the lower bar 7a of the left truss 4a in FIG. 4 and the upper bar of the truss 4b adjacent thereto are shown. 5b. One end of the second upper holding member 13 has a hook-shaped locking portion 13a that locks to the lower side of the lower end muscle 7a, and the other end has a hook-shaped locking portion that locks to the lower side of the upper edge bar 5b. A locking portion 13b is formed, and the intermediate portion 13c is curved along the upper end portion and the upper one side (the truss 4a side) of the void 10 so that the upper end portion and the upper one side of the void 10 can be held. is there.
The first and second upper holding members are the same member, and are attached in opposite directions.
When constructing the void holding device of this embodiment, first, the lower holding member 11 is disposed at a predetermined position. In this arrangement work, the lower holding member 11 is dropped from above the truss 4 and the top portion 11 a is locked to the upper end reinforcement 5.
Next, the void 10 is placed on the lower portion 11 b of the lower holding member 11.
Thereafter, the locking portions of the first and second upper holding members 12 and 13 are locked to predetermined upper and lower end bars. Here, the first 1, since the second upper retaining member is a spring steel, after locking the one end to the lower end muscle First, by taking the procedure for engaging the other end to the upper end muscles, easily Can be attached. Moreover, since it is spring steel, even if the intermediate part is not formed into a curved shape in advance, the intermediate part is naturally deformed along the peripheral surface of the void by engaging both ends.
[0012]
According to the above embodiment, the lower part of the void is held by the lower holding member, and the upper part of the void is held by the upper holding member. Therefore, the upper and lower parts of the void are fixed by the both holding members, and the floating is prevented.
In addition, the lower holding member is curved along the lower surface of the void, and the upper holding member is a first upper holding member that holds one upper side of the void, and a second upper holding member that holds the other upper side of the void. In the lower part, the lower end and both sides of the lower part are held by the lower holding member, and in the upper part, the upper end part and both upper sides are held by the upper holding member. Since it is held by the holding member, not only the floating but also the movement of the lateral position is prevented.
Therefore, the movement of the void at the time of placing the concrete is prevented as much as possible, and the void can be arranged as designed.
[0013]
In the present invention, the shape of the lower holding member is not limited to that shown in the embodiment, for example, a rectangular frame shape that holds the lower end of the void and both upper and lower intermediate portions, or a V-shaped shape that holds only the lower sides. (Fig. 5).
Further, it is also possible to make the middle part an inverted U shape so that one upper holding member can hold both upper sides of the void.
[0014]
【The invention's effect】
According to the present invention, since the voids can be fixed by holding the upper and lower sides of the voids by the holding member, it is possible to prevent the voids from being lifted when the concrete is placed. Since both the upper and lower holding members are locked and attached to the truss, attachment work is easy and workability is improved.
[Brief description of the drawings]
FIG. 1 is a front view of Embodiment 1 of the present invention.
FIG. 2 is a cross-sectional view taken along the line AA in FIG. 1 showing the lower holding member.
3 is a cross-sectional view taken along the line BB in FIG. 1 showing the first upper holding member. FIG.
4 is a cross-sectional view taken along the line CC of FIG. 1 showing the second upper holding member. FIG.
FIG. 5 is a view showing another aspect of the holding member.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Iron plate 2 Suspension 3 Bending part 4 Truss 5 Upper muscle 6 Lattice muscle 7 Lower muscle 8 Distributing upper muscle 9 Distributing lower muscle 10 Void 11 Lower side holding member 12 First upper side holding member 13 Second upper side holding member

Claims (3)

基板に山状の屈曲部を複数有する吊筋を複数平行に配設し、前記吊筋の各屈曲部の頂部下側にトラスの上端筋を固着し、前記トラスの下端筋は前記基板の上方に位置させ、前記吊筋の屈曲部間にボイドを配設し、
前記隣接するトラスの上端筋間に前記ボイドの下側を保持する下側保持部材を配設し、前記隣接するトラスの上端筋と下端筋との間に前記ボイドの上側を保持する上側保持部材を配設し、この上側保持部材の一端を前記隣接する一方のトラスの上端筋に係止し他端を他方のトラスの下端筋に係止させた
ボイド保持装置
A plurality of suspension bars having a plurality of mountain-shaped bent portions are arranged in parallel on the substrate, and the upper end muscles of the truss are fixed to the lower side of the top of each bent portion of the suspension muscles. Is located between the bent portions of the hanging muscles,
A lower holding member that holds the lower side of the void between upper end bars of the adjacent trusses, and an upper holding member that holds the upper side of the void between the upper and lower bar bars of the adjacent trusses , One end of the upper holding member is locked to the upper end of the adjacent one truss, and the other end is locked to the lower end of the other truss ,
Void holding device
上側保持部材は、隣接する一方のトラスの上端筋と他方のトラスの下端筋との間に配設する第一の上側保持部材と、隣接する一方のトラスの下端筋と他方のトラスの上端筋との間に配設する第二の上側保持部材とを組合せて配設した、請求項1記載のボイド保持装置  The upper holding member includes a first upper holding member disposed between an upper end of one adjacent truss and a lower end of the other truss, a lower end of one adjacent truss, and an upper end of the other truss. The void holding device according to claim 1, wherein the void holding device is disposed in combination with a second upper holding member disposed between the first upper holding member and the second upper holding member. 上側保持部材はバネ鋼とし、上端筋及び下端筋に弾性的に係止した、請求項1又は2に記載のボイド保持装置  The void holding device according to claim 1 or 2, wherein the upper holding member is made of spring steel and is elastically locked to the upper and lower reinforcing bars.
JP2002048204A 2002-02-25 2002-02-25 Void holding device Expired - Fee Related JP3689376B2 (en)

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JP2003247293A JP2003247293A (en) 2003-09-05
JP3689376B2 true JP3689376B2 (en) 2005-08-31

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Cited By (3)

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CN101906871A (en) * 2010-07-15 2010-12-08 天津市建科机械制造有限公司 Simple bearing type template truss
CN102031867A (en) * 2010-12-21 2011-04-27 天津市建科机械制造有限公司 Composite pressed template for conveniently welding truss
CN110424601A (en) * 2019-07-29 2019-11-08 中国十七冶集团有限公司 A kind of fabricated construction laminated floor slab concreting anti-floating system and implementation method

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KR101158030B1 (en) * 2009-02-13 2012-06-22 동국대학교 산학협력단 hollow Core PC Slab and Construction Method Using the Same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101906871A (en) * 2010-07-15 2010-12-08 天津市建科机械制造有限公司 Simple bearing type template truss
CN102031867A (en) * 2010-12-21 2011-04-27 天津市建科机械制造有限公司 Composite pressed template for conveniently welding truss
CN110424601A (en) * 2019-07-29 2019-11-08 中国十七冶集团有限公司 A kind of fabricated construction laminated floor slab concreting anti-floating system and implementation method

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