JPH06101297A - Precast slab for floor slab and half precast slab - Google Patents

Precast slab for floor slab and half precast slab

Info

Publication number
JPH06101297A
JPH06101297A JP4275055A JP27505592A JPH06101297A JP H06101297 A JPH06101297 A JP H06101297A JP 4275055 A JP4275055 A JP 4275055A JP 27505592 A JP27505592 A JP 27505592A JP H06101297 A JPH06101297 A JP H06101297A
Authority
JP
Japan
Prior art keywords
hanging jig
hanging
precast
slab
floor slab
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.)
Pending
Application number
JP4275055A
Other languages
Japanese (ja)
Inventor
Yoshiji Iida
芳史 飯田
Shuichi Sakamoto
秀一 坂本
Katsuma Onishi
勝馬 大西
Hideo Sakurai
秀夫 桜井
Kazuya Koga
一八 古賀
Mitsuo Kimura
光男 木村
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.)
Haseko Corp
Original Assignee
Haseko Corp
Hasegawa Komuten Co Ltd
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 Haseko Corp, Hasegawa Komuten Co Ltd filed Critical Haseko Corp
Priority to JP4275055A priority Critical patent/JPH06101297A/en
Publication of JPH06101297A publication Critical patent/JPH06101297A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To correspond to the alteration of the room planning of multiple dwelling houses, etc., easily by burying a jig bearing rail with an inward extended groove to the underside of a precast slab for a floor slab, sliding a hanging jig and changing the position of mounting. CONSTITUTION:Hanging-jig bearing rails B with inward extended grooves (a) are buried to the underside of a floor slab S consisting of a precast slab or a half precast slab. Hanging jigs (b) are installed slidably to the grooves (a) while clamp hardware (c), binders (d), hangers (e), etc., are mounted to the hanging jigs (b). The hanging jigs are moved in response to the variation of specifications and the like, and a piping, etc., are set up easily. Accordingly, the mass production of the precast slabs is enabled, thus reducing cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、床スラブ用のプレキャ
スト版及びハーフプレキャスト版に関するものである。
FIELD OF THE INVENTION The present invention relates to a precast plate and a half precast plate for floor slabs.

【0002】[0002]

【従来の技術】建物を構築する際の工業化された工法と
して、床スラブをプレキャスト版やハーフプレキャスト
版とする例が知られている。これらの工法は、床スラブ
がプレキャスト版や、打込み型枠となるハーフプレキャ
スト版とその上面に打設された現場打ちコンクリートと
によって構成されるので、床スラブ用合板製型枠の上に
配筋およびコンクリート打設を行う在来工法に比して、
床スラブを支持する支保工が少ない上に、床スラブ用の
型枠の組立、解体といった作業を必要とせず、また、比
較的早い時期に支保工を解体できるので、建物の内装工
事が在来工法に比較して早い段階で着手できる等々、施
工の省力化、工期短縮の面で優れた利点を有する。
2. Description of the Related Art As an industrialized construction method for building a building, an example of using a floor slab as a precast plate or a half precast plate is known. In these construction methods, the floor slab is composed of a precast plate, a half precast plate that becomes the driving formwork, and cast-in-place concrete cast on the top surface of the floor slab. And compared with the conventional method of placing concrete,
There is little support work to support the floor slab, there is no need to assemble and dismantle the formwork for the floor slab, and the support work can be dismantled at a relatively early time, so the interior work of the building is conventional. Compared with the construction method, it can start work at an early stage, and it has excellent advantages in terms of labor saving and shortening the construction period.

【0003】しかしながら、床スラブをプレキャスト版
やハーフプレキャスト版とする場合、従来では、次のよ
うな問題が生じていた。 建物の天井に設備配管を行ったり、天井部分を二重
天井とする場合、設備配管や天井部材の吊り治具を固定
するためのインサート金物を床スラブ下面の所定位置に
埋設しておく必要があるが、集合住宅のように多様な住
戸の間取りを有する建物である場合には、各住戸の床ス
ラブ用のプレキャスト版やハーフプレキャスト版を製造
するにあたって、予め、多様な間取りに合わせてインサ
ート金物を入れておく必要があり、インサート金物の埋
設位置が異なる多種類のプレキャスト製品が要求される
ため、大量生産に不向きであり、コスト高とならざるを
得ない。
However, when the floor slab is a precast plate or a half precast plate, the following problems have conventionally occurred. When equipment piping is installed on the ceiling of the building or when the ceiling is a double ceiling, it is necessary to bury the insert metal fittings for fixing the equipment piping and the hanging jig of the ceiling member at the predetermined position on the bottom surface of the floor slab. However, in the case of a building with various floor plans such as an apartment house, when manufacturing precast plates or half precast plates for floor slabs of each dwelling unit, insert metal fittings are prepared in advance according to various floor plans. However, it is not suitable for mass production and the cost is inevitably high because many types of precast products with different embedded positions of the insert metal are required.

【0004】 集合住宅の場合、土地の入手から企
画、設計、施工までかなりの期間が必要とされるので、
社会経済の変化等の要因により、施工直前において、住
戸の間取りに変更が生じることがあるが、このような場
合、従来のプレキャスト版やハーフプレキャスト版で
は、インサート金物の埋設位置が決まっているため、間
取りの変更に対応できない。
In the case of an apartment house, a considerable period of time is required from land acquisition to planning, designing, and construction.
Due to factors such as changes in socio-economic conditions, the floor plan of the dwelling unit may change immediately before construction, but in such a case, the embedding position of the insert metal is decided in the conventional precast plate and half precast plate. , I cannot respond to changes in floor plans.

【0005】[0005]

【発明が解決しようとする課題】本発明は、上記の点に
留意してなされたものであって、その目的とするところ
は、大量生産ができ、かつ、住戸の間取り変更などにも
容易に対応できる床スラブ用のプレキャスト版及びハー
フプレキャスト版を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made with the above points in mind, and its purpose is to enable mass production and to easily change the layout of dwelling units. It is to provide a precast plate and a half precast plate for a floor slab that can be used.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
めに本発明が講じた技術的手段は次のとおりである。即
ち、本発明の特徴は、床スラブ用のプレキャスト版又は
ハーフプレキャスト版の下面に、下向きに開口した奥広
がりの溝を有する吊り治具支持レールを埋め込み固定し
たことにある。
The technical means taken by the present invention to achieve the above object are as follows. That is, a feature of the present invention resides in that a hanging jig support rail having a downwardly widening groove which is opened downward is embedded and fixed to the lower surface of the precast plate or the half precast plate for the floor slab.

【0007】[0007]

【作用】上記の構成によれば、天井の設備配管や天井下
地の吊り治具を吊り治具支持レールの奥広がりの溝に挿
入して溝両縁部で支持させた状態において、当該吊り治
具を吊り治具支持レールに沿ってスライドさせることよ
り、吊り治具の位置を変更することができ、吊り治具取
付け位置の自由度が大きいため、プレキャスト製品の大
量生産によるコストダウンが可能である。
According to the above construction, when the ceiling equipment pipe or the ceiling jig is inserted into the deep groove of the hanging jig support rail and is supported by both edges of the groove, the hanging jig is fixed. By sliding the tool along the hanging jig support rail, the position of the hanging jig can be changed, and the flexibility of the mounting position of the hanging jig is great, so the cost can be reduced by mass production of precast products. is there.

【0008】[0008]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1において、Aは第1発明に係る床スラブ用の
プレキャスト版であり、その下面には、複数本の吊り治
具支持レールBが埋め込み固定されている。前記吊り治
具支持レールBは、図2、図3に示すように、下向きに
開口した奥広がりの溝aを有するレール本体1と、当該
レール本体1の上部に、その長手方向適当間隔おきに設
けられた複数個の定着部材2とから構成されている。
Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1, A is a precast plate for a floor slab according to the first invention, and a plurality of hanging jig support rails B are embedded and fixed to the lower surface thereof. As shown in FIGS. 2 and 3, the hanging jig support rail B has a rail main body 1 having a downwardly widening groove a and an upper portion of the rail main body 1 at appropriate longitudinal intervals. It is composed of a plurality of fixing members 2 provided.

【0009】レール本体1は、鋼板のロールフォーミン
グ、アルミの引抜き成形等の手段により製造されるもの
で、帯板部1aとその両側縁から各々下方へ折曲した折
曲板部1bと各折曲板部1bの下端から相対向する側へ
折曲した幅狭の縁板部1cとによって構成されている。
定着部材2も同様な手段により製造されるもので、両側
縁に係止部3が折曲形成された水平板部2aと、その上
面中央部から垂直に立ち上がった立上り板部2bとから
構成されており、前記係止部3を介してレール本体1に
係合させてあり、プレキャスト版Aに埋設するまでは、
定着部材2をレール本体1の長手方向に摺動させること
ができる。4はコンクリート5に対する定着力を強化す
るための貫通孔である。
The rail main body 1 is manufactured by means such as roll forming of a steel plate and pultrusion of aluminum. The rail main body 1 includes a strip plate portion 1a and bent plate portions 1b bent downward from both side edges thereof. It is constituted by a narrow edge plate portion 1c which is bent from the lower end of the curved plate portion 1b to the opposite side.
The fixing member 2 is also manufactured by the same means, and is composed of a horizontal plate portion 2a in which locking portions 3 are bent and formed on both side edges, and a rising plate portion 2b which rises vertically from a central portion of its upper surface. And is engaged with the rail main body 1 via the locking portion 3 and until it is embedded in the precast plate A,
The fixing member 2 can be slid in the longitudinal direction of the rail body 1. Reference numeral 4 is a through hole for strengthening the fixing force to the concrete 5.

【0010】上記のプレキャスト版Aを用いれば、図4
に示すように、床スラブSを構成した後、吊り治具支持
レールBの溝aに吊り治具bを装着し、吊り治具bに取
り付けたクランプ金物c、結束線d、吊りボルトe等を
介して、電線管、換気ダクト、空調用ダクト、排煙ダク
ト等の設備配管fや天井部材gを吊り下げ支持すること
ができる。
Using the precast plate A described above, FIG.
After the floor slab S is constructed, the hanging jig b is mounted in the groove a of the hanging jig support rail B, and the clamp metal fitting c, the binding wire d, the hanging bolt e, etc. attached to the hanging jig b as shown in FIG. It is possible to suspend and support the equipment pipe f such as the electric wire pipe, the ventilation duct, the air conditioning duct, the smoke exhaust duct, and the ceiling member g via the.

【0011】図示の吊り治具bは、図5に示すようなク
ランプ金物cをボルト止めするタイプ、図6に示すよう
な結束線dを連結するタイプ、図7に示すような吊りボ
ルトeの上端部をねじ込むタイプ等々、吊下げ支持の対
象とする部材の種類に応じて複数種類のものが準備され
ているが、いずれのタイプにおいても、基板部6aとそ
の両側に折曲連設された係止板部6b,6bとを有し、
図8の(イ),(ロ)に示すように、鉛直軸芯周りで9
0度回転させることにより前記溝aに係合した状態(係
止板部6b,6bを溝aの両側縁に係止させた状態)と
係合を離脱した状態とに切り換え可能に構成されてい
る。
The hanging jig b shown in the figure is a type in which a clamp metal piece c is bolted as shown in FIG. 5, a binding wire d is connected as shown in FIG. 6, and a hanging bolt e is shown in FIG. A plurality of types are prepared according to the type of member to be suspended and supported, such as a type in which the upper end is screwed in. In any type, the substrate 6a and the both sides thereof are bent and continuously provided. Has locking plate portions 6b, 6b,
As shown in (a) and (b) of FIG.
It is configured to be switchable between a state in which the groove a is engaged (a state in which the locking plate portions 6b and 6b are locked to both side edges of the groove a) and a state in which the engagement is disengaged by rotating it by 0 degree. There is.

【0012】また、吊り治具bの基板部6aの一側縁に
は、図5〜図7に示すように、アーチ状で中央部にV字
状の切込み6cを有するのストッパー6dが折曲連設さ
れている。そして、図9の(イ),(ロ)に示すよう
に、係止板部6b,6bを溝aの両側縁に係止させた状
態において、マイナスのドライバー7でV字状の切込み
6cを上方へ突き上げることにより、ストッパー6dが
塑性変形して、ストッパー6dの両端面6e,6eが吊
り治具支持レールBの溝aの開口端面s,sに圧接し、
吊り治具bの回転および自由なスライドが阻止されるよ
うに構成されている。
As shown in FIGS. 5 to 7, a stopper 6d, which is arch-shaped and has a V-shaped notch 6c in the center, is bent at one side edge of the substrate 6a of the hanging jig b. It is lined up. Then, as shown in (a) and (b) of FIG. 9, in a state in which the locking plate portions 6b and 6b are locked to both side edges of the groove a, a V-shaped cut 6c is formed by a minus driver 7. By pushing up, the stopper 6d is plastically deformed, and both end surfaces 6e, 6e of the stopper 6d are pressed against the opening end surfaces s, s of the groove a of the hanging jig support rail B,
The hanging jig b is configured to be prevented from rotating and freely sliding.

【0013】尚、プレキャスト版Aの下面に埋め込み固
定する複数本の吊り治具支持レールBの配置パターン
は、図10の(イ)〜(ハ)に例示するように、任意に
設定できる。
The arrangement pattern of the plurality of hanging jig support rails B to be embedded and fixed in the lower surface of the precast plate A can be arbitrarily set as illustrated in FIGS. 10 (A) to 10 (C).

【0014】図11は吊り治具支持レールBの他の例を
示す。このレールAは、立上り板部2bを垂直線に対し
て適当角度(45度程度)傾斜させて、コンクリートに
対する定着力の強化を図った点に特徴がある。レール長
手方向に間隔をおいて複数個設けられた定着部材2の立
上り板部2bを全て同じ向きに傾斜させてもよいが、交
互に逆向き傾斜となるように配置すれば、さらに引抜き
耐力が増大することになる。
FIG. 11 shows another example of the hanging jig support rail B. The rail A is characterized in that the rising plate portion 2b is inclined at an appropriate angle (about 45 degrees) with respect to the vertical line to strengthen the anchoring force for concrete. All of the rising plate portions 2b of the fixing member 2 provided at intervals in the rail longitudinal direction may be inclined in the same direction, but if they are arranged so as to be alternately inclined in the opposite direction, the pull-out resistance will be further increased. Will increase.

【0015】図12に示す吊り治具支持レールBは、傾
斜させた立上り板部2bを上方ほど幅広に形成してコン
クリートに対する定着力の強化を図った点に特徴があ
る。
The hanging jig support rail B shown in FIG. 12 is characterized in that the inclined rising plate portion 2b is formed wider toward the upper side to enhance the fixing force to concrete.

【0016】図13に示す吊り治具支持レールBは、定
着部材2の立上り板部2bを下向きの断面コ字状に形成
した点に特徴がある。尚、図11〜図13に示した吊り
治具支持レールBの立上り板部2bに、図3に示した実
施例のような貫通孔4を付加してもよい。
The hanging jig support rail B shown in FIG. 13 is characterized in that the rising plate portion 2b of the fixing member 2 is formed in a downward U-shaped cross section. It should be noted that the through hole 4 as in the embodiment shown in FIG. 3 may be added to the rising plate portion 2b of the hanging jig support rail B shown in FIGS.

【0017】図14に示す吊り治具支持レールBは、定
着部材2を、レール本体1の帯板部1aの上面にリベッ
ト8で固定した水平板部2aとその両端から斜めに立ち
上がった立上り板部2bとによって構成した点に特徴が
ある。立上り板部2bには貫通孔4が形成されている
が、貫通孔4は省略してもよい。
The hanging jig support rail B shown in FIG. 14 has a horizontal plate portion 2a in which the fixing member 2 is fixed to the upper surface of the strip plate portion 1a of the rail body 1 with rivets 8 and a rising plate that is diagonally raised from both ends thereof. It is characterized in that it is configured by the portion 2b. Although the through hole 4 is formed in the rising plate portion 2b, the through hole 4 may be omitted.

【0018】図15に示す吊り治具支持レールBは、定
着部材2自体をリベット状に形成し、当該定着部材2の
先端部をレール本体1の帯板部1aに形成した貫通孔に
挿通して、その突出先端部を打撃等により押し潰して固
定した点に特徴がある。
In the hanging jig support rail B shown in FIG. 15, the fixing member 2 itself is formed into a rivet shape, and the tip end of the fixing member 2 is inserted into a through hole formed in the band plate portion 1a of the rail body 1. It is characterized in that the protruding tip portion is crushed and fixed by hitting or the like.

【0019】図16に示す吊り治具支持レールBは、レ
ール本体1を、帯板部1aと、その両側縁から各々下方
へ折曲した折曲板部1bと、各折曲板部1bの下端から
相対向する側へ折曲した幅狭の縁板部1cと、各縁板部
1cから溝aの外側へ折曲連設した平板部1dとによっ
て構成すると共に、各平板部1dに所定間隔おきに切れ
目9a,9bを入れ、切れ目9a,9b間の平板部を上
方へ折り曲げて、定着部材2を構成した点に特徴があ
る。
A suspension jig supporting rail B shown in FIG. 16 includes a rail main body 1, a strip plate portion 1a, bent plate portions 1b bent downward from both side edges thereof, and bent plate portions 1b. It is composed of a narrow edge plate portion 1c bent from the lower end to the opposite side, and a flat plate portion 1d bent continuously from the edge plate portion 1c to the outside of the groove a, and each flat plate portion 1d has a predetermined shape. The fixing member 2 is characterized in that cuts 9a and 9b are formed at intervals and the flat plate portion between the cuts 9a and 9b is bent upward to form the fixing member 2.

【0020】図17は第2発明の一実施例を示す。この
実施例は、床スラブ用のハーフプレキャスト版A’の下
面に、上述した吊り治具支持レールBを埋め込み固定し
た点に特徴がある。図中の10は、ハーフプレキャスト版
A’の上面に打設される現場打ちコンクリートと一体化
するための立体トラス状の定着筋であり、その下端側は
ハーフプレキャスト版A’のコンクリート5内に埋設さ
れている。その他の構成は、第1発明と同じであるた
め、説明を省略する。尚、以上の各実施例では、いずれ
もレール本体1及び吊り治具bを金属製としたが、これ
らを硬質塩ビ等の樹脂材料で製作してもよい。
FIG. 17 shows an embodiment of the second invention. This embodiment is characterized in that the above-mentioned hanging jig support rail B is embedded and fixed on the lower surface of the half precast plate A'for floor slab. In the figure, 10 is a three-dimensional truss-shaped anchoring bar to be integrated with the cast-in-place concrete that is placed on the upper surface of the half precast plate A ', and the lower end side is inside the concrete 5 of the half precast plate A'. It is buried. The other structure is the same as that of the first invention, and thus the description thereof is omitted. In each of the above embodiments, the rail main body 1 and the hanging jig b are made of metal, but they may be made of a resin material such as hard vinyl chloride.

【0021】[0021]

【発明の効果】本発明のプレキャスト版やハーフプレキ
ャスト版を用いて床スラブを構成すれば、天井の設備配
管や天井部材の吊り治具を吊り治具支持レールの奥広が
りの溝に挿入して溝両縁部で支持させた状態において、
当該吊り治具を吊り治具支持レールに沿ってスライドさ
せ、吊り治具の位置を変更することができるから、集合
住宅のように多様な間取りを有する建物であっても、吊
り治具支持レールの埋設位置を間取りごとに変える必要
がなくなり、プレキャスト製品の大量生産によるコスト
ダウンが可能であり、しかも、吊り治具の位置を変更す
ることができるから、施工直前の間取り変更にも容易に
対応できる等の効果がある。
When a floor slab is constructed by using the precast plate or the half precast plate of the present invention, the ceiling equipment piping or the ceiling jig of the ceiling member can be inserted into the groove of the hanging jig supporting rail. In the state of being supported by both edges of the groove,
Since the position of the hanging jig can be changed by sliding the hanging jig along the hanging jig support rail, the hanging jig support rail can be used even in a building with various floor plans such as an apartment house. Since it is not necessary to change the burying position of each floor plan, the cost can be reduced by mass production of precast products, and the position of the hanging jig can be changed, so it is easy to change the floor plan just before construction. There are effects such as being able to.

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

【図1】第1発明の実施例を示すプレキャスト版の斜視
図である。
FIG. 1 is a perspective view of a precast plate showing an embodiment of the first invention.

【図2】要部の縦断面図である。FIG. 2 is a vertical sectional view of a main part.

【図3】吊り治具支持レールの斜視図である。FIG. 3 is a perspective view of a hanging jig support rail.

【図4】吊り治具支持レールに吊り治具を介して設備配
管や天井部材を吊下げ支持した状態を示す斜視図であ
る。
FIG. 4 is a perspective view showing a state in which equipment piping and a ceiling member are suspended and supported on a suspension jig support rail via a suspension jig.

【図5】吊り治具の斜視図である。FIG. 5 is a perspective view of a hanging jig.

【図6】吊り治具の斜視図である。FIG. 6 is a perspective view of a hanging jig.

【図7】吊り治具の斜視図である。FIG. 7 is a perspective view of a hanging jig.

【図8】吊り治具の取付け方法の説明図である。FIG. 8 is an explanatory diagram of a method for attaching a hanging jig.

【図9】吊り治具の固定方法の説明図である。FIG. 9 is an explanatory diagram of a method of fixing a hanging jig.

【図10】吊り治具支持レールの配置パターンを説明す
るプレキャスト版の概略下面図である。
FIG. 10 is a schematic bottom view of a precast plate for explaining an arrangement pattern of hanging jig support rails.

【図11】吊り治具支持レールの斜視図である。FIG. 11 is a perspective view of a hanging jig support rail.

【図12】吊り治具支持レールの斜視図である。FIG. 12 is a perspective view of a hanging jig support rail.

【図13】吊り治具支持レールの斜視図である。FIG. 13 is a perspective view of a hanging jig support rail.

【図14】吊り治具支持レールの縦断面図である。FIG. 14 is a vertical cross-sectional view of a hanging jig support rail.

【図15】吊り治具支持レールの縦断面図である。FIG. 15 is a vertical cross-sectional view of a hanging jig support rail.

【図16】吊り治具支持レールの斜視図である。FIG. 16 is a perspective view of a hanging jig support rail.

【図17】第2発明の実施例を示すハーフプレキャスト
版の斜視図である。
FIG. 17 is a perspective view of a half precast plate showing an embodiment of the second invention.

【符号の説明】[Explanation of symbols]

A…プレキャスト版、A’…ハーフプレキャスト版、B
…吊り治具支持レール、a…溝。
A ... Precast version, A '... Half precast version, B
… Suspension jig support rails, a… Grooves.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 古賀 一八 千葉県野田市清水250 (72)発明者 木村 光男 東京都杉並区高井戸東4−9−11−212 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ichiha Koga 250 Shimizu, Noda, Chiba Prefecture (72) Inventor Mitsuo Kimura 4-9-11-212 Takaido Higashi, Suginami-ku, Tokyo

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 床スラブ用のプレキャスト版であって、
その下面に、下向きに開口した奥広がりの溝を有する吊
り治具支持レールを埋め込み固定してあることを特徴と
する床スラブ用のプレキャスト版。
1. A precast plate for a floor slab, comprising:
A precast plate for a floor slab, in which a hanging jig support rail having a downwardly opening groove that widens in a downward direction is embedded and fixed.
【請求項2】 床スラブ用のハーフプレキャスト版であ
って、その下面に、下向きに開口した奥広がりの溝を有
する吊り治具支持レールを埋め込み固定してあることを
特徴とする床スラブ用のハーフプレキャスト版。
2. A half precast plate for a floor slab, characterized in that a hanging jig support rail having a downwardly-opening deep groove is embedded and fixed on the lower surface thereof. Half precast version.
JP4275055A 1992-09-18 1992-09-18 Precast slab for floor slab and half precast slab Pending JPH06101297A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4275055A JPH06101297A (en) 1992-09-18 1992-09-18 Precast slab for floor slab and half precast slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4275055A JPH06101297A (en) 1992-09-18 1992-09-18 Precast slab for floor slab and half precast slab

Publications (1)

Publication Number Publication Date
JPH06101297A true JPH06101297A (en) 1994-04-12

Family

ID=17550220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4275055A Pending JPH06101297A (en) 1992-09-18 1992-09-18 Precast slab for floor slab and half precast slab

Country Status (1)

Country Link
JP (1) JPH06101297A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112064856A (en) * 2020-07-31 2020-12-11 浙江双友物流器械股份有限公司 Suspended ceiling pre-hanging piece and floor structure of building with same
CN114856058A (en) * 2022-05-20 2022-08-05 江苏建筑职业技术学院 Floor structure convenient to installation gypsum board

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112064856A (en) * 2020-07-31 2020-12-11 浙江双友物流器械股份有限公司 Suspended ceiling pre-hanging piece and floor structure of building with same
CN114856058A (en) * 2022-05-20 2022-08-05 江苏建筑职业技术学院 Floor structure convenient to installation gypsum board

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