JPS5942915A - Fixture of reinforcing bar for foamed concrete - Google Patents
Fixture of reinforcing bar for foamed concreteInfo
- Publication number
- JPS5942915A JPS5942915A JP15270082A JP15270082A JPS5942915A JP S5942915 A JPS5942915 A JP S5942915A JP 15270082 A JP15270082 A JP 15270082A JP 15270082 A JP15270082 A JP 15270082A JP S5942915 A JPS5942915 A JP S5942915A
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- mounting jig
- lower mounting
- lath wire
- lath
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 17
- 239000011381 foam concrete Substances 0.000 title claims description 13
- 210000000078 claw Anatomy 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 10
- 230000007246 mechanism Effects 0.000 description 10
- 239000004567 concrete Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、発泡軽量コンクリート用補強筋のラス金網
をセット棒に固定して型枠内に精度よく配置する発泡コ
ンクリート用補強筋の取付装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an installation device for reinforcing bars for foamed lightweight concrete, which fixes a lath wire mesh of reinforcing bars for foamed lightweight concrete to a set rod and arranges the reinforcing bars for foamed concrete with precision in a formwork.
一般に、発泡＠量コンクリートの製造には、珪酸質原料
と石灰質原料とを混合または個別に粉砕したものに水を
適当な割合に混合してアルミ等の金属粉末を加えて攪拌
し、これを予め防錆処理が施された補強筋を配置した型
枠内に流し込む。次いで、所定の発泡をして成る一定の
硬度に達した時点で脱型し、所望形状に分割後、オート
クレーブ内で高温高圧下のもとに蒸気養生させる。Generally, to produce foamed concrete, silicic raw materials and calcareous raw materials are mixed or individually crushed, water is mixed in an appropriate ratio, metal powder such as aluminum is added, and the mixture is stirred. It is poured into a formwork in which reinforcing bars have been treated to prevent rust. Next, when a certain degree of hardness is achieved through predetermined foaming, it is removed from the mold, divided into desired shapes, and steam-cured under high temperature and pressure in an autoclave.
この様に製造される発泡軽量コンクリートの補強筋とし
てラス金網を使用する場合には、従来一般には例えば実
公昭ダ？−＃？！ｒ号公報に見られるような手段がとら
れている。すなわち、この周知の発泡コンクリート用補
強筋の取付装置は、少なくとも一本以上のセット棒に沿
ってラス金網を配し、クリップによってラス金網および
セット棒を挾み、ラス金網をセット棒に係止するように
構成されている。When using lath wire mesh as reinforcing bars for lightweight foamed concrete manufactured in this way, conventional methods have generally been used, such as Jikko Shoda? -#? ! Measures such as those seen in Publication No. R have been taken. That is, this well-known installation device for reinforcing bars for foamed concrete arranges a lath wire mesh along at least one set rod, holds the lath wire mesh and the set rod with clips, and locks the lath wire mesh to the set rod. is configured to do so.
しかし、この様な従来の発泡コンクリート用補強筋の取
付装置は、ラス金網の上下方向の動きを拘束することが
困難なために、例えばダミーの型枠を使用し、予めラス
金網をセット棒にクリップによって取付けた状態でディ
ッピング方式の防錆処理をした場合、防錆液の粘性抵抗
によって補強筋のラス金網がずυ落ちることがある。特
に、上下方向の動きを拘束するためにはクリップを附勢
力の強い硬いものにすることができるが、この結果取付
は作業が困難になる等の欠点がみられる。However, with such conventional foam concrete reinforcing bar installation equipment, it is difficult to restrain the vertical movement of the lath wire mesh, so for example, a dummy formwork is used and the lath wire mesh is placed on the set rod in advance. If a dipping method is used to prevent rust while attached with clips, the lath wire mesh of the reinforcing bar may fall off due to the viscous resistance of the anti-corrosion liquid. Particularly, in order to restrain movement in the vertical direction, the clip can be made of a hard material with a strong biasing force, but as a result, there are disadvantages such as making the attachment work difficult.
従って、この発明の目的はこの様な従来における欠点を
除去するために、セット棒の下端にフック部を設け、こ
のフック部とラス金網に取付けられている取付治具の孔
とを係合させることによって、ラス金網を発泡軽量コン
クリート中に精度よく能率的に配置できるようにした発
泡コンクリート用補強筋の取付装置を提供することにあ
る。Therefore, an object of the present invention is to provide a hook portion at the lower end of the set rod, and to engage the hook portion with a hole of a mounting jig attached to a lath wire mesh, in order to eliminate such conventional drawbacks. Accordingly, it is an object of the present invention to provide an installation device for reinforcing bars for foamed concrete, which enables lath wire mesh to be accurately and efficiently placed in foamed lightweight concrete.
この発明によれば、発泡コンクリート用補強筋の取付装
置は、複数本のセット棒に沿ってラス金網を配し、ラス
金網の少なくともλつの相対するクロス部と係合して取
付けられる取付治具の孔にセット棒のフック部を接続し
、取付治具の係止爪によシラス金網をセット棒に係止し
て取付るように構成されている。According to the present invention, the installation device for reinforcing bars for foamed concrete includes a mounting jig that arranges a lath wire mesh along a plurality of set bars and engages with at least λ opposing cross portions of the lath wire mesh for installation. The hook portion of the set rod is connected to the hole, and the shirasu wire mesh is secured to the set rod by the locking claw of the mounting jig to be installed.
この発明の他の目的や特長および利点は以下の図面に沿
っての詳細な説明から明らかになろう。Other objects, features and advantages of the present invention will become apparent from the detailed description taken in conjunction with the following drawings.
第１゛図にはこの発明に従った発泡コンクリート用補強
筋の取付装置が概略的に示されておシ、図示される様に
セット棒ｌは上端に頭コ、下端にフック部３を有する丸
棒からなり、支持梁ダに挿通されている。このセット棒
ｌは、補強筋としてのラス金網３に取付けられる上部取
付治具７および下部取付治具６と係合して２ス金網３を
固定する。ラス金網３を固定するセット棒ｌの数は、ラ
ス金網３の種類によって異なるが、通常は一本乃至６本
使用される。Fig. 1 schematically shows the installation device for reinforcing bars for foamed concrete according to the present invention, and as shown, the setting rod l has a head at the upper end and a hook portion 3 at the lower end. It consists of a round bar and is inserted through the support beam. This set rod 1 engages with an upper mounting jig 7 and a lower mounting jig 6 that are attached to the lath wire mesh 3 as reinforcing bars to fix the two wire wire mesh 3. The number of set rods l for fixing the lath wire mesh 3 varies depending on the type of the lath wire mesh 3, but usually one to six are used.
第一図乃至第を図にはこの発明に従った取付装置の下部
取付治具６の幾つかの実施例が示されている。1 to 2 show several embodiments of the lower mounting jig 6 of the mounting device according to the invention.
第２乃至ダ図において、下部取付治具６は短軸ｇと長軸
９からなる十字形の形状をなしており、長軸９の両端に
はラス−金網３のクロス部に噛込ませて取付ける挾み機
構を形成する一対宛の係止爪１０を有し、短軸ざにはジ
ス金網ｊの相対するクロス部を両端から挾込み係止する
係止爪ｉｉが設けられている。更に、この下部取付治具
６には、セット棒／の下端のフック部３と係合して連結
するための長方形の孔／、２が長軸９の挾み機構と反対
側に設けられていて、７ツク部Ｊを嵌合固定できるよう
になっている。In Figures 2 to 3, the lower mounting jig 6 has a cross shape consisting of a short axis g and a long axis 9, and both ends of the long axis 9 are engaged with the cross portion of the lath-wire mesh 3. It has a pair of locking claws 10 that form a clamping mechanism for attachment, and a locking claw ii is provided on the short shaft for inserting and locking the opposing cross portions of the wire mesh j from both ends. Furthermore, this lower mounting jig 6 is provided with a rectangular hole 2 on the opposite side of the long shaft 9 from the clamping mechanism for engaging and connecting with the hook portion 3 at the lower end of the set rod. With this, the seven hooks J can be fitted and fixed.
従って、この様な下部取付治具６において、セット棒ｌ
の下端のフック部３を孔１．２に嵌め込んで９００回転
することによって下部取付治具６をセット棒／の下端に
固定して上下方向の動きを拘束できるので、短軸ｔの係
止爪／ｌに □よってラス金網Ｓの上下方向の動き
を完全に阻止でき、且つ長軸りの係止爪１０から成る挾
み機構によってラス金網Ｓの（Ｊへ方向の動きを完全に
防止できる。Therefore, in such a lower mounting jig 6, the set rod l
By inserting the hook part 3 at the lower end into the hole 1.2 and rotating it 900 times, the lower mounting jig 6 can be fixed to the lower end of the set rod / and its movement in the vertical direction can be restrained, so that the short axis t can be locked. The vertical movement of the lath wire mesh S can be completely prevented by the claw /l, and the movement of the lath wire mesh S in the direction (J) can be completely prevented by the clamping mechanism consisting of the locking claws 10 along the long axis. .
第３乃至７図には下部取付治具６の別の実施例が示され
ており、挾み機構を形成する係止爪／３の形状以外はｍ
、２１Ｕ＋に示されているものと同４Ｊｌ′ｌｆＪ：
４ｔ’ｚ成をなしており、短軸ｇと長方形の孔／λを有
する長軸りとから成っている。この実施例の下部取付治
具６においでは、挾み機構を形成する係止爪１３はフッ
ク状の是を２本有し、ラス金網３のクロス部に差込まれ
て取付けられるようになっている。この挾み機構の係止
爪／Ｊは長軸９および短軸ざの両端に夫々設けられてお
り、また長袖ｔのこれら挾み機構の係止爪／３と反対ｉ
１１＋１に、セラ） １ｓｆ＝ ／のフック部３のだめ
の孔１２が設けられている。3 to 7 show another embodiment of the lower mounting jig 6, except for the shape of the locking pawl/3 forming the clamping mechanism.
, 4Jl'lfJ as shown in 21U+:
It has a 4t'z configuration, and consists of a short axis g and a long axis having a rectangular hole /λ. In the lower mounting jig 6 of this embodiment, the locking pawl 13 forming the clamping mechanism has two hook-shaped protrusions, and can be installed by being inserted into the cross section of the lath wire mesh 3. There is. The locking claws /J of this clamping mechanism are provided at both ends of the long shaft 9 and the short shaft, respectively, and are opposite to the locking claws /3 of the clamping mechanism of the long sleeve t.
11+1 is provided with a hole 12 for holding the hook portion 3 of 1sf=/.
従って、この下部取付治具ルにおいても、セット枠ｌの
下端のフック部３を孔／、２に嵌め込んで９００回転す
ることによって下部取付治具６の上下方向の動きを抑え
ることができるので、短軸ｔの係止爪１３によってラス
金網５をセット枠ｌに、上下方向は勿論、横方向にも動
かない様に固定できる。Therefore, in this lower mounting jig 6, the vertical movement of the lower mounting jig 6 can be suppressed by fitting the hook portion 3 at the lower end of the set frame l into the hole 2 and rotating it 900 times. The lath wire mesh 5 can be fixed to the set frame 1 by the locking pawl 13 on the short axis t so that it does not move not only in the vertical direction but also in the lateral direction.
第を図に示されている様に、更に別の実施例の下部取付
治具６は１つの長軸／グから成り、ラス金網３の横方向
の相対するクロス部を両端から挾込み係止させるコつの
係止爪１５を有し、セット枠／のフック部Ｊと連結する
ための長方形の孔／−が係止爪／、１と同じ側に設けら
れている。従って、この下部取付治具６の長軸／ダの挾
み機構を形成する係止爪ｌＳをラス金網３のクロス部に
係止して孔／Ｊにセット枠ｌのフック部３を嵌め込んで
９００回転することによってラス金網３をセット枠／に
上下および横方向に動かないように固定できる。As shown in the figure, the lower mounting jig 6 of yet another embodiment consists of one long shaft/g, which is inserted into and locks the horizontally opposing cross portions of the lath wire mesh 3 from both ends. A rectangular hole 15 for connecting with the hook portion J of the set frame 1 is provided on the same side as the latching claw 15. Therefore, the locking claw lS forming the long axis/da clamping mechanism of the lower mounting jig 6 is locked to the cross section of the lath wire mesh 3, and the hook portion 3 of the set frame l is fitted into the hole/J. By rotating the lath wire mesh 3 by 900 rotations, the lath wire mesh 3 can be fixed to the set frame so that it does not move in the vertical and lateral directions.
以上の様に構成された下部取付治具６とセット枠／との
接続は、第１図に示される様にセット枠／のフック部３
を下部取付治具６の孔／コに差込み、りθ０回転させる
ことによってなされる。セット枠ｌが接続された下部取
付治具６をラス金網３に取付けることによって、ラス金
網Ｓの上下および横方向の動きはセット枠ｌにより拘束
され、従って上部取付治具７はラス金網Ｓを支える補助
的な働きをなし、横方向の動きを防止できる。The connection between the lower mounting jig 6 configured as described above and the set frame is made as shown in FIG.
This is done by inserting it into the hole of the lower mounting jig 6 and rotating it by θ0. By attaching the lower mounting jig 6 to which the set frame l is connected to the wire lath mesh 3, the vertical and lateral movements of the wire mesh S are restrained by the set frame l. It acts as an auxiliary support and prevents lateral movement.
第９，７０図には上部取付治具７の一実施例が示されて
おり、図示される様に上部取付治具７は丸鋼のセット枠
／が挿通できるように丸い孔／６が長軸ｔに設けられて
おり、丁字形を形造っている長軸ワと短軸ｇの両端には
第一、、７．ｌＩ図に示されたものと同様の挾み機構酸
は係止爪１０、／／が夫々設けられている。9 and 70 show an embodiment of the upper mounting jig 7, and as shown in the figure, the upper mounting jig 7 has a round hole 6 long enough to allow the round steel set frame 6 to be inserted. The first, 7. A clamping mechanism similar to that shown in FIG. 1I is provided with locking claws 10, // respectively.
第１／図は第２．３．ｌＩ図の下部取付治具６と第９．
７０図の上部取付治具７を用いたセット枠ｌとラス金網
Ｓとの接続を示した図である。上部取付治具７と下部取
付治具６は２ス金網Ｓの適当な位置に差込まれて取付け
られておシ、この上部取付治具７の孔／６にセット枠／
が挿通され、セット枠ｌの下端のフック部Ｊが下部取付
治具６の孔／、２に接続されている。1/Figure 2.3. Lower mounting jig 6 and No. 9 in Figure lI.
70 is a diagram showing the connection between the set frame l and the lath wire mesh S using the upper mounting jig 7 of FIG. 70. The upper mounting jig 7 and the lower mounting jig 6 are installed by being inserted into the appropriate positions of the 2-slot wire mesh S, and the set frame /6 is inserted into the hole /6 of the upper mounting jig 7.
is inserted, and the hook portion J at the lower end of the set frame l is connected to the hole /, 2 of the lower mounting jig 6.
第１コ図は第１／図と同様にセット枠／とラス金網３と
の接続が示されているが、上部取付治具としてクリップ
１７が用いられている。第１Ｊ図に示される様にクリッ
プ／７は環状部と開口部を有し、この開口部が開く方向
に附勢力が作用されており、ラス金網３をセット枠／に
沿わせるために、クリップ／りの一端をラス金網ｊの目
に挿通し、クリップ１７の環状部がセット枠ｌを囲む様
にし、他端をラス金網Ｓの目に挿通して取付けられる。The first figure shows the connection between the set frame and the lath wire mesh 3 as in the first figure, but a clip 17 is used as the upper mounting jig. As shown in Fig. 1J, the clip 7 has an annular portion and an opening, and a biasing force is applied in the direction in which this opening opens. One end of the clip 17 is inserted into the opening of the wire lath j so that the annular part of the clip 17 surrounds the set frame l, and the other end is inserted through the opening of the wire lath S to be attached.
上部取付治具７および下部取付治具６の挾み機構または
係止爪は、ラス金網５の相対するλつのクロス部のみと
係合して、他の相対するクロス部へは単に支えの爪を出
すだけでも良い。The clamping mechanisms or locking claws of the upper mounting jig 7 and the lower mounting jig 6 engage only with the opposing λ cross parts of the lath wire mesh 5, and are only used as support claws for the other opposing cross parts. It's good to just issue.
まだ、下部取付治具りのセット枠のフック部３と係合す
る孔ｌコの形状は、好ましくは長方形であるが、他の形
状でも好適に行うことができることは勿論である。The shape of the hole 1 that engages with the hook portion 3 of the set frame of the lower mounting jig is preferably rectangular, but it is of course possible to use other shapes.
以−ヒの様にセット枠ｌをラス金網３に配置、Ｌ、。Place the set frame L on the lath wire mesh 3 as shown in Fig. 3.
ラス金網５を固定した支持梁ダをダミーモールドで／モ
ールド分セットし、次いで所定の防錆処理工程を経て本
モールドにセットする。次に、型枠内に所定の配合のス
ラリーを流込み発泡さぜる。硬化後、セット枠ｌを９θ
０回転さぜ下方に引抜くと、ラス金網３が発泡軽量コン
クリート中に残る。これをカッターで所定の寸法にすｌ
析して、オートクレーブ中で高温高圧下のもとに蒸気養
生すると、ラス金網入りの製品が得られる。A support beam to which the lath wire mesh 5 is fixed is set in a dummy mold/mold, and then subjected to a predetermined antirust treatment process and set in a main mold. Next, a slurry of a predetermined composition is poured into the mold and foamed. After curing, set frame l at 9θ
When it is pulled out downward at 0 rotations, the lath wire mesh 3 remains in the foamed lightweight concrete. Cut this to the specified size with a cutter.
After analysis and steam curing under high temperature and pressure in an autoclave, a product with lath wire gauze is obtained.
この様に、この発明によれば、セット枠のフック部と保
合する取付治具を用いることによって、ラス金網をセッ
ト枠に対して上下および横力向に動くことなく ’４′
ｆｔ度よく能率的に発泡軽量コンクリート中にイＩＶ実
に配筋された製品を得ることができる等の効果がある。As described above, according to the present invention, by using the mounting jig that engages with the hook portion of the set frame, the lath wire mesh can be prevented from moving vertically and in the direction of lateral force with respect to the set frame.
There are effects such as being able to efficiently obtain a product in which reinforcement is precisely arranged in foamed lightweight concrete.
第１図はこの発明に従った発泡コンクリート用補強筋の
取付装置の概略説明図、第２図、第３図、第ｑ図は下部
取付治具の正面図、側面図、平面図、第Ｓ図、第６図、
第７図は別の実施例の下部取付治具の正面図、側面図、
平面図、第５図は更に別の実施例の下部取付治具のＩ）
ＩＩＩ ［ｉ図、第９図、第１Ｏ図は上部取付治具の正
面図、側面図、第１／図、Ｍｌコ図はセット棒とラス金
網の接続を示した概略説明図、第１Ｊ図はクリップの概
略説明図である。図中、ｌ；セット俸１．２：頭、３：
フック部、り：支持梁、Ｓ：ラス金網、６：下部取付治
具、７：上部取付冶具、ｇ：短軸、９：長軸、／θ、／
／、／Ｊ、／３：係止爪、ｌコ、／６：孔、ｌダニ軸、
１７ニクリツプ。
特許出願人 小野田セメント株式会社小野田ニー・エ
ル・シー株式会社
代理人 曾 我 道 屡：
第１図
第３図
第６図
２
第１１図
第１３図Fig. 1 is a schematic explanatory diagram of the installation device for reinforcing bars for foamed concrete according to the present invention; Figs. 2, 3, and q are front views, side views, and plan views of the lower mounting jig; Figure, Figure 6,
FIG. 7 is a front view, a side view, and a side view of a lower mounting jig of another embodiment.
The plan view and FIG. 5 are I) of the lower mounting jig of yet another embodiment.
III [Figure i, Figure 9, and Figure 1O are front views and side views of the upper mounting jig; Figure 1/Figure 1 and Figure 1 are schematic explanatory diagrams showing the connection between the set rod and lath wire mesh, and Figure 1J. is a schematic explanatory diagram of a clip. In the figure, l: set salary 1.2: head, 3:
Hook part, Ri: Support beam, S: Lath wire mesh, 6: Lower mounting jig, 7: Upper mounting jig, g: Short axis, 9: Long axis, /θ, /
/, /J, /3: Locking claw, l, /6: Hole, l tick axis,
17 Niklips. Patent Applicant: Onoda Cement Co., Ltd. Onoda NLC Co., Ltd. Agent: Wado Tseng: Figure 1 Figure 3 Figure 6 Figure 2 Figure 11 Figure 13
Claims (1)
発泡コンクリート用補強筋の取付装置において、ラス金
網の少なくとも一つの相対するクロス部と係合する係止
爪を有する上部および下部取付治具から成シ、上部取付
治具にセット棒を挿通し、下部取付治具にはセット棒の
下端のフック部が嵌込み固定される孔を設け、上部およ
び下部取付治具によりラス金網をセット棒に上下および
横方向に動くことのないように取付けることを特徴とす
る発泡コンクリート用補強筋の取付装置。 二 上部および下部取付治具は短軸と長軸とから十字形
を成し、両軸端に少なくとも７つ！つの係止爪が設けら
れ、下部取付治具にセット棒のフック部が嵌め込まれる
長方形の孔が設けられたことを特徴とする特許Ｒ青求の
範囲第１項記載の発泡コンクリート用補強筋の取付装置
。[Scope of Claims] 1. An installation device for reinforcing bars for foamed concrete in which a lath wire mesh is attached to a plurality of set rods, an upper portion having a locking pawl that engages with at least one opposing cross portion of the lath wire mesh. The set rod is inserted into the upper mounting jig, and the lower mounting jig has a hole into which the hook at the lower end of the set rod is fitted and fixed. A reinforcing bar installation device for foamed concrete, characterized in that a lath wire mesh is attached to a set rod so that it does not move vertically or laterally. 2. The upper and lower mounting jigs form a cross shape with a short axis and a long axis, and there are at least 7 on both ends! A reinforcing bar for foamed concrete according to item 1 of the scope of Patent R Seikyu, characterized in that the lower mounting jig is provided with two locking claws and a rectangular hole into which the hook portion of the set rod is fitted. Mounting device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15270082A JPS5942915A (en) | 1982-09-03 | 1982-09-03 | Fixture of reinforcing bar for foamed concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15270082A JPS5942915A (en) | 1982-09-03 | 1982-09-03 | Fixture of reinforcing bar for foamed concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5942915A true JPS5942915A (en) | 1984-03-09 |
| JPH0134123B2 JPH0134123B2 (en) | 1989-07-18 |
Family
ID=15546229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15270082A Granted JPS5942915A (en) | 1982-09-03 | 1982-09-03 | Fixture of reinforcing bar for foamed concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5942915A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49375U (en) * | 1972-04-07 | 1974-01-05 | ||
| JPS4927487U (en) * | 1972-06-09 | 1974-03-08 | ||
| JPS5022988U (en) * | 1973-06-25 | 1975-03-14 | ||
| JPS5148817U (en) * | 1974-10-11 | 1976-04-12 | ||
| JPS54156027A (en) * | 1978-05-31 | 1979-12-08 | Asahi Chemical Ind | Frame support structure in reinforcing iron cage for alc |
-
1982
- 1982-09-03 JP JP15270082A patent/JPS5942915A/en active Granted
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49375U (en) * | 1972-04-07 | 1974-01-05 | ||
| JPS4927487U (en) * | 1972-06-09 | 1974-03-08 | ||
| JPS5022988U (en) * | 1973-06-25 | 1975-03-14 | ||
| JPS5148817U (en) * | 1974-10-11 | 1976-04-12 | ||
| JPS54156027A (en) * | 1978-05-31 | 1979-12-08 | Asahi Chemical Ind | Frame support structure in reinforcing iron cage for alc |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0134123B2 (en) | 1989-07-18 |
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