JP2732361B2 - Slab structure - Google Patents

Slab structure

Info

Publication number
JP2732361B2
JP2732361B2 JP6307382A JP30738294A JP2732361B2 JP 2732361 B2 JP2732361 B2 JP 2732361B2 JP 6307382 A JP6307382 A JP 6307382A JP 30738294 A JP30738294 A JP 30738294A JP 2732361 B2 JP2732361 B2 JP 2732361B2
Authority
JP
Japan
Prior art keywords
joint
long
head
alc
annular portion
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 - Fee Related
Application number
JP6307382A
Other languages
Japanese (ja)
Other versions
JPH07207797A (en
Inventor
拓文 渡邉
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.)
Asahi Kasei Corp
Original Assignee
Asahi Kasei Kogyo KK
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 Asahi Kasei Kogyo KK filed Critical Asahi Kasei Kogyo KK
Priority to JP6307382A priority Critical patent/JP2732361B2/en
Publication of JPH07207797A publication Critical patent/JPH07207797A/en
Application granted granted Critical
Publication of JP2732361B2 publication Critical patent/JP2732361B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】本発明は並列された複数個のAL
C板より構成されるスラブ構造に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a plurality of parallel ALs.
It relates to a slab structure composed of a C plate.

【0002】[0002]

【従来の技術】従来のALC板等を順に敷設して床、屋
根を構成するスラブ構造としては、実開昭61−137
04号公報、実開昭61−176357号公報、特開昭
62−117935号公報等に示す如く、ALC板の隅
角部をALC板の底部まで切り欠いた切欠部を設けるこ
とと、連結目地部の一部に目地鉄筋を介在させること、
該目地鉄筋を前記切欠部に於いて頭部に環状部を有する
ネジ(このネジは通常ヒートン、丸折れネジ、或いはマ
ルカンと呼ばれるネジであり、本発明では頭部に環状部
を有するネジと呼ぶ)で梁等に固定することが公知であ
る。
2. Description of the Related Art A slab structure in which a floor and a roof are constructed by laying a conventional ALC plate or the like in order is disclosed in Japanese Utility Model Laid-Open No. 61-137.
No. 04, Japanese Utility Model Unexamined Publication No. Sho 61-176357, Japanese Unexamined Patent Publication No. Sho 62-117935, etc., have a notch in which a corner of the ALC plate is cut out to the bottom of the ALC plate. Interposing joint reinforcement in part of the part,
The joint reinforcing bar is a screw having an annular portion at its head in the cutout portion (this screw is usually a screw called a heaton, a round-bent screw, or a mulcan, and is referred to as a screw having an annular portion at its head in the present invention). ) Is known to be fixed to a beam or the like.

【0003】[0003]

【発明が解決しようとする課題】然るに、従来の前述の
公知技術に於いては、目地鉄筋がALC板の連結コーナ
ー部のみに配置されるので、スラブ全体の水平剛性が低
いという問題点があり、又、かかる従来技術で使用され
ている頭部に環状部を有するネジでは、本発明で使用す
るような長尺の目地鉄筋を通して固定する作業が殆ど不
可能である等の問題点があった。
However, in the above-mentioned prior art, since the joint reinforcing bars are arranged only at the connecting corners of the ALC plate, there is a problem that the horizontal rigidity of the entire slab is low. Also, with the screw having an annular portion on the head used in such a conventional technique, there is a problem that the work of fixing through a long joint reinforcing bar as used in the present invention is almost impossible. .

【0004】本発明にかかるスラブ構造は従来のこれら
の問題点に鑑み開発された全く新規な技術に関するもの
である。
[0004] The slab structure according to the present invention relates to a completely new technique developed in view of these conventional problems.

【0005】[0005]

【課題を解決するための手段】本発明にかかるスラブ構
造は、前述の従来の問題点を根本的に改善した技術であ
って、その発明の要旨は、ALC板を順に敷設して床、
屋根を構成するスラブ構造に於いて、並列に配置された
ALC板1の長辺に形成された連結目地部4aには、A
LC板1の角隅部3から離れた位置に目地幅よりも大き
な幅で、かつ裏面まで貫通しない切削穴5が跨って穿設
され、頭部環状部8aが側方にねじれてその側面部に長
尺鉄筋9が嵌入し得るねじれ開口部8bが形成され更に
下端にネジ込み部を有する頭部に環状部を有するネジ8
が前記の角隅部3に配置されており、前記ALC板1の
長辺に沿った連結目地部4aの全長に亘って長尺の目地
鉄筋9が配置されると共に、前記長尺の目地鉄筋9が前
記頭部に環状部を有するネジ8を介して梁2に固定さ
れ、更に長辺の連結目地部4a、短辺の連結目地部4及
び切削穴5にモルタル14が充填されたことを特徴とす
るものである。
The slab structure according to the present invention is a technique which fundamentally improves on the above-mentioned conventional problems, and the gist of the invention is to lay the ALC plate in order on the floor,
In the slab structure constituting the roof, the joint joints 4a formed on the long sides of the ALC plates 1 arranged in parallel have A
A cutting hole 5 having a width larger than the joint width and not penetrating to the back surface is drilled in a position away from the corner 3 of the LC plate 1, and the head annular portion 8 a is twisted to the side and the side portion thereof. A screw 8 having a torsion opening 8b into which a long reinforcing bar 9 can be fitted, and further having an annular portion at the head having a threaded portion at the lower end.
Are arranged at the corners 3, and a long joint reinforcing bar 9 is arranged over the entire length of the connection joint portion 4 a along the long side of the ALC plate 1, and the long joint reinforcing bar is provided. 9 is fixed to the beam 2 via the screw 8 having an annular portion at the head, and the mortar 14 is filled in the connection joint 4a on the long side, the connection joint 4 on the short side, and the cutting hole 5. It is a feature.

【0006】[0006]

【作用】本発明に係るスラブ構造は、上述の如く、並列
に配置されたALC板1の長辺に形成された連結目地部
4aには、ALC板1の角隅部3から離れた位置に目地
幅よりも大きな幅で、かつ裏面まで貫通しない切削穴5
が跨って穿設され、頭部環状部8aが側方にねじれてそ
の側面部に長尺鉄筋9が貫入し得るねじれ開口部8bが
形成され更に下端にネジ込み部を有する頭部に環状部を
有するネジ8が前記の角隅部3に配置されており、前記
ALC板1の長辺に沿った連結目地部4aの全長に亘っ
て長尺の目地鉄筋9が配置されると共に、この前記の長
尺の目地鉄筋9が頭部に環状部を有するネジ8を介して
梁2に固定され、更に長辺の連結目地部4a、端辺の連
結目地部4及び切削穴5にモルタル14が充填されて構
成されているので、スラブ全体を一枚の板の如く構成す
ることができる。従って、スラブ全体の水平剛性を著し
く高めることができる。
According to the slab structure of the present invention, as described above, the joint joints 4a formed on the long sides of the ALC plates 1 arranged in parallel are located at positions away from the corners 3 of the ALC plate 1. Cutting holes 5 that are wider than the joint width and do not penetrate to the back
The head annular portion 8a is twisted laterally to form a torsion opening 8b through which a long reinforcing bar 9 can penetrate, and the annular portion is formed in the head having a threaded portion at the lower end. A screw 8 having a joint is provided at the corner 3, and a long joint reinforcing bar 9 is arranged along the entire length of the joint joint 4 a along the long side of the ALC plate 1. Of the joint 2 is fixed to the beam 2 via a screw 8 having an annular portion at the head, and a mortar 14 is attached to the connection joint 4a at the long side, the connection joint 4 at the end, and the cutting hole 5. Since the slab is filled, the entire slab can be configured as a single plate. Therefore, the horizontal rigidity of the entire slab can be significantly increased.

【0007】特に、本発明においては、ALC板1の長
辺に沿った連結目地部4aの全長に亘って長尺の目地鉄
筋9を配置し、かつこの目地鉄筋9を角隅部3の切欠部
3aに取り付けられた前記の構造を持つ頭部に環状部を
有するネジ8で係止し、更に、該連結目地4aの左右に
跨って設けられた裏面まで貫通しない切削穴5及び該連
結目地部4aにモルタル14が充填されて固化するの
で、スラブ全体を強固に固定することができる。
In particular, in the present invention, a long joint reinforcing bar 9 is arranged over the entire length of the joint joint portion 4a along the long side of the ALC plate 1, and the joint reinforcing bar 9 is cut off at the corner 3 A cutting hole 5 which is secured to the head having the above-mentioned structure attached to the portion 3a by a screw 8 having an annular portion and which does not penetrate to the back surface provided across the left and right of the connection joint 4a and the connection joint Since the portion 4a is filled with the mortar 14 and solidified, the entire slab can be firmly fixed.

【0008】又、頭部に環状部を有するネジ8´を取り
付ける位置のALC板1をALC板1の裏面まで貫通し
ない切削穴6を穿設するようにし、かつこの切削穴6の
底面に座金7を載置すると共に、この座金7を頭部に環
状部を有するネジ8´で梁に固定した場合には、ALC
板1の端部を安定した状態で固定することが出来る。
Further, a cutting hole 6 that does not penetrate the ALC plate 1 at a position where a screw 8 ′ having an annular portion is attached to the head to the back surface of the ALC plate 1 is formed, and a washer is provided on the bottom surface of the cutting hole 6. When the washer 7 is mounted and the washer 7 is fixed to the beam with a screw 8 ′ having an annular portion at the head, the ALC
The end of the plate 1 can be fixed in a stable state.

【0009】一方、前記した本発明の如く、ALC板1
の角隅部から離れた位置に形成され、連結目地部4aの
幅よりも大きな幅で該連結目地部4aに跨がり、かつ、
両側のALC板1の側部に裏側まで貫通しない切削穴5
を穿設しない場合は、連結目地部4aの下部に存在する
ALC板の部分はALC板1内に埋設されている補強鉄
筋が存在していない部分であるので、面内水平力の強い
力が作用すると連結目地部4aに充填されたモルタル1
4と共にALC板1の連結目地部4aの下部部分が、該
ALC板1から剥がれ、驚くべきことにスラブ全体はA
LC板1毎にバラバラになり、水平剛性は著しく低くな
る。
On the other hand, as described above, the ALC plate 1
Is formed at a position apart from the corner of the joint joint 4a, and straddles the joint joint 4a with a width larger than the width of the joint joint 4a, and
Cutting holes 5 that do not penetrate to the back side of the ALC plate 1 on both sides
Is not drilled, the portion of the ALC plate below the joint joint 4a is a portion where the reinforcing bars buried in the ALC plate 1 are not present, so that a strong in-plane horizontal force is applied. When actuated, the mortar 1 filled in the joint 4a
4, the lower part of the joint joint 4a of the ALC plate 1 is peeled off from the ALC plate 1, and surprisingly, the entire slab is A
Each LC plate 1 is scattered, and the horizontal rigidity is extremely low.

【0010】更に、本発明で使用する頭部に環状部を有
するネジ8は、頭部環状部8aが側方にねじれ、その側
面部にねじれ開口8bが形成され、更に、下端にネジ込
み部を有しているので、ALC板1の長辺に沿った連結
目地部4aの全長に亘るような長尺の目地鉄筋9を、図
8(B)や図9(B)、図10(B)のように横向きに
された頭部に環状部を有するネジ8のねじれ開口部8b
の中に簡単に挿入できる。この状態で下部のねじ込みを
利用してねじり、図8(A)や図9(A)、図10
(A)のようにすることにより、長辺に沿った連結目地
部4aの全長に亘るような長尺の目地鉄筋9を頭部環状
部8a内に確実に保持できる。このように本発明で使用
する頭部に環状部を有するネジ8は、ALC板1の長辺
に沿った連結目地部4aの全長に亘るような長尺の目地
鉄筋9を梁2に固定するための作業が著しく向上できる
等の多大な作用を有するものである。
Further, the screw 8 having an annular portion at the head used in the present invention has an annular portion 8a at the head side twisted sideways, a twisted opening 8b formed at the side surface thereof, and a screwed portion at the lower end. 8 (B), 9 (B), and 10 (B), a long joint reinforcing bar 9 extending over the entire length of the joint joint portion 4a along the long side of the ALC plate 1 is provided. ), The torsion opening 8b of the screw 8 having an annular portion in the head turned sideways as in FIG.
It can be easily inserted inside. In this state, it is twisted using the lower screwing, and FIG. 8 (A), FIG. 9 (A), FIG.
By doing as shown in (A), a long joint reinforcing bar 9 extending over the entire length of the joint joint portion 4a along the long side can be reliably held in the head annular portion 8a. As described above, the screw 8 having an annular portion on the head used in the present invention fixes the long joint reinforcing bar 9 extending over the entire length of the connection joint 4 a along the long side of the ALC plate 1 to the beam 2. Work can be greatly improved.

【0011】[0011]

【実施例】図により本発明に係るスラブ構造の一実施例
を具体的に説明する。図1はスラブ構造の平面図である
が、ALC板1は、図2に示す如く、その短辺側が梁2
の上に載置され、図1に示す如く、多数並列に敷設され
ている。なお、ALC板1は、図1に示す如く、その角
隅部3は斜めに切除された切欠部3aが形成されてお
り、図2(A)に示す如く、ALC板1の互いの短辺側
に連結目地部4が形成されると共に、図2(A)に示す
如く、ALC板1の互いの長辺側にも連結目地部4aが
形成されることになる。なお、上記の切欠部3aは必ず
しも底部まで切欠く必要はなく、裏面まで貫通しない切
欠部3aであってもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the slab structure according to the present invention will be specifically described with reference to the drawings. FIG. 1 is a plan view of the slab structure. As shown in FIG.
And many are laid in parallel as shown in FIG. As shown in FIG. 1, the corner 3 of the ALC plate 1 is formed with a notch 3a which is cut obliquely, and the short sides of the ALC plate 1 are formed as shown in FIG. As shown in FIG. 2A, the joint joints 4a are formed on the long sides of the ALC plate 1 as well. Note that the notch 3a need not necessarily be cut to the bottom, and may be a notch 3a that does not penetrate to the back surface.

【0012】本発明では、図1乃至図7に示す如く、並
列に配置されたALC板1の長辺に形成された連結目地
部4aには、ALC板1の角隅部3から離れた位置に目
地部幅よりも大きな幅で成形され、かつ、ALC板1の
裏面まで貫通しない切削穴5が跨って穿設される。
In the present invention, as shown in FIGS. 1 to 7, the joint joints 4a formed on the long sides of the ALC plates 1 arranged in parallel are located at positions away from the corners 3 of the ALC plates 1. In addition, a cutting hole 5 that is formed with a width larger than the joint width and that does not penetrate to the back surface of the ALC plate 1 is formed across the joint.

【0013】前記長辺に沿った連結目地部4aには、複
数枚のALC板1の全長に亘って長尺の目地鉄筋9が末
端がL状に折れ曲がった状態で配筋されると共に、図
2、図3、図6、図7に示す如く、この長尺の目地鉄筋
9はALC板1の角隅部3の切欠部3aに於いて頭部に
環状部を有するネジ8を介して梁2に取り付け固定され
ている。
Along the joints 4a along the long side, a long joint reinforcing bar 9 is arranged over the entire length of the plurality of ALC plates 1 with its ends bent in an L-shape. As shown in FIGS. 2, 3, 6, and 7, the long joint reinforcing bar 9 is beamed via a screw 8 having an annular portion at the head in the cutout 3a of the corner 3 of the ALC plate 1. 2 and fixed.

【0014】又、スラブの外周部の一部を、図1及び図
4に示す如く、押さえプレート13で側方から押さえる
ことによってスラブを更に安定させることができる。
The slab can be further stabilized by pressing a part of the outer peripheral portion of the slab from the side with a pressing plate 13 as shown in FIGS.

【0015】なお、この実施例では、長辺側に隣のAL
C板1が存在しない部分のALC板1(図1では上下の
ALC板)に於いては、図1乃至図6に示す如く、その
短辺の所定位置には両側のALC板1を押さえて一体的
に固定する為の裏面まで貫通しない角状切削穴6が穿設
され、この切削穴6の底面には角座金7が嵌入されると
共に、この角座金7は頭部に環状部を有するネジ8´に
よって梁2に取付固定され、両側のALC板1を相互に
押さえながら連結固定しておいる。このように構成し、
この部分でもALC板1が浮き上がることを防止し、こ
れによってスラブ全体を更に安定せしめている。
In this embodiment, the adjacent AL on the long side is
In the portion of the ALC plate 1 where the C plate 1 does not exist (the upper and lower ALC plates in FIG. 1), as shown in FIGS. A square cutting hole 6 that does not penetrate to the back surface for fixing integrally is drilled, and a square washer 7 is fitted into the bottom surface of the cutting hole 6, and the square washer 7 has an annular portion at the head. It is attached and fixed to the beam 2 by screws 8 ', and is connected and fixed while holding the ALC plates 1 on both sides mutually. With this configuration,
Also in this portion, the ALC plate 1 is prevented from floating, thereby further stabilizing the entire slab.

【0016】更に、図1のコーナーの柱10が存在する
部分に於いては、図1及び図5に示す如く、ALC板1
の端部を固定する為の裏面まで貫通しない角状切削穴1
2を穿設し、この切削穴12簿底面には角座金7が嵌入
されると共に、この角座金7は頭部に環状部を有するネ
ジ8によって梁2に取付固定する。このように構成し、
この部分でもALC板1が浮き上がることを防止し、こ
れによってスラブ全体を更に安定せしめている。
Further, in the portion where the corner pillar 10 of FIG. 1 exists, as shown in FIG. 1 and FIG.
Square cutting hole 1 that does not penetrate to the back side to fix the end of
A square washer 7 is fitted into the bottom surface of the cutting hole 12 and the square washer 7 is attached and fixed to the beam 2 by a screw 8 having an annular portion at its head. With this configuration,
Also in this portion, the ALC plate 1 is prevented from floating, thereby further stabilizing the entire slab.

【0017】本発明に使用される頭部に環状部を有する
ネジ8は、図8(A),(B)に示す如く、その頭部環
状部8aが側方にねじれ、その側面部には長尺の目地鉄
筋9が嵌入し得るねじれ開口部8bが設けられて構成さ
れ、更に下端にネジこみ部を有している。
As shown in FIGS. 8 (A) and 8 (B), the screw 8 having an annular portion on the head used in the present invention has an annular portion 8a of the head twisted laterally and a side portion thereof. It is provided with a torsion opening 8b into which the long joint reinforcing bar 9 can be fitted, and further has a threaded portion at the lower end.

【0018】図8に示す頭部に環状部を有するネジ8
は、図9(A)、(B)或いは図10(A)、(B)に
示す如き、ねじれ形状に変形させて構成することも可能
である。
A screw 8 having an annular portion on the head shown in FIG.
Can be configured by being deformed into a twisted shape as shown in FIGS. 9 (A) and 9 (B) or FIGS. 10 (A) and 10 (B).

【0019】図1中11は間柱、14は前記短辺側及び
長辺側に沿った目地部4、4aと切削穴5、6、12に
充填されたモルタルである。
In FIG. 1, reference numeral 11 denotes a stud, and reference numeral 14 denotes a mortar filled in joints 4, 4a and cut holes 5, 6, 12 along the short side and the long side.

【0020】本発明に係るスラブ構造の構成にあたって
は、図1に示す如く、梁2の上に多数のALC板1を並
列し、ALC板1の長辺に沿った各連結目地部4aの複
数枚のALC板1の全長に亘って長尺の目地鉄筋9を配
筋し、この長尺の目地鉄筋9の所定部分、即ち、ALC
板1の角隅部3の切欠部3aに於いて、予め梁2にねじ
込んだ本発明で特定した頭部に環状部を有するネジ8を
少しねじり、該頭部に環状部を有するネジ8のねじれ開
口部8bに長尺の目地鉄筋9が来るようにし、頭部環状
部8aに長尺の目地鉄筋9を挿入しつつねじって該頭部
に環状部を有するネジ8を梁2に係合することによって
長尺の目地鉄筋9を固定する。最後に、切削穴5、6、
12、ALC板1の長辺に沿った連結目地4a及びAL
C板の短辺に沿った連結目地4にモルタル14を充填す
ることによって、ALC板1全体を相互に連結しながら
全体の水平剛性を高めたスラブ構造を容易に組立構成す
ることができる。
In the construction of the slab structure according to the present invention, as shown in FIG. 1, a large number of ALC plates 1 are arranged in parallel on a beam 2, and a plurality of connection joints 4a along the long side of the ALC plate 1 are formed. A long joint reinforcing bar 9 is arranged over the entire length of the ALC plates 1, and a predetermined portion of the long joint reinforcing bar 9, that is, ALC
In the notch 3a at the corner 3 of the plate 1, the screw 8 having an annular portion at the head specified in the present invention, which has been screwed into the beam 2 in advance, is slightly twisted, and the screw 8 having an annular portion at the head is The long joint reinforcing bar 9 is made to come to the torsion opening 8b, and the long joint joint reinforcing bar 9 is inserted into the head annular portion 8a and screwed to engage the screw 8 having the annular portion at the head with the beam 2. Then, the long joint reinforcing bar 9 is fixed. Finally, cutting holes 5, 6,
12, connection joint 4a along the long side of ALC plate 1 and AL
By filling the joint joints 4 along the short sides of the C plate with the mortar 14, it is possible to easily assemble and configure a slab structure in which the entire ALC plate 1 is interconnected and the overall horizontal rigidity is increased.

【0021】[0021]

【発明の効果】本発明に係るスラブ構造は、並列に配置
されたALC板1の長辺に形成された連結目地部4aに
は、ALC板1の角隅部3から離れた位置に目地幅より
も大きな幅で、かつ裏面まで貫通しない切削穴5が跨っ
て穿設され、頭部環状部8aが側方にねじれてその側面
部に長尺鉄筋9が嵌入し得るねじれ開口部8bが形成さ
れ更に下端にネジ込み部を有する頭部に環状部を有する
ネジ8が前記の角隅部3に配置されており、前記ALC
板1の長辺に沿った連結目地部4aの全長に亘って長尺
の目地鉄筋9が配置されると共に、前記長尺の目地鉄筋
9が前記頭部に環状部を有するネジ8を介して梁2に固
定され、更に長辺の連結目地部4a、短辺の連結目地部
4及び切削穴5にモルタル14が充填されて構成されて
いるので、スラブ全体を一枚の板の如く構成することが
できる。従って、スラブ全体の水平剛性を著しく高める
ことができる。
According to the slab structure of the present invention, the joint joints 4a formed on the long sides of the ALC plates 1 arranged in parallel have a joint width at a position away from the corner 3 of the ALC plate 1. A cutting hole 5 having a larger width and not penetrating to the back surface is formed so as to straddle, and a torsion opening portion 8b is formed on a side surface portion of which the head annular portion 8a is twisted so that the long reinforcing bar 9 can be fitted. A screw 8 having an annular portion on the head having a threaded portion at the lower end is disposed at the corner 3 and the ALC
A long joint reinforcing bar 9 is arranged over the entire length of the connection joint portion 4a along the long side of the plate 1, and the long joint reinforcing bar 9 is connected via a screw 8 having an annular portion to the head. Since the mortar 14 is fixed to the beam 2 and the long side connection joints 4a, the short side connection joints 4 and the cutting holes 5 are filled with mortar 14, the entire slab is formed as a single plate. be able to. Therefore, the horizontal rigidity of the entire slab can be significantly increased.

【0022】一方、前記した本発明の如く、ALC板1
の長辺に沿った連結目地部4aの全長に亘って長尺の目
地鉄筋9(即ち、ALC板1の長さよりも少なくとも長
い長尺の鉄筋を使用する必要がある)を配置しても、A
LC板1の角隅部3から離れた位置に形成され、該連結
目地部4aの幅よりも大きな幅で該連結目地部4aに跨
がり、かつ、両側のALC板1の側部に裏面まで貫通し
ない切削穴5を穿設しない場合は、連結目地部4aの下
部に存在するALC板の部分はALC板1内に埋設され
ている補強鉄筋が存在していない部分であるので、面内
水平力の強い力が作用すると連結目地部4aに充填され
たモルタルと共にALC板1の連結目地部4aの下部部
分が、該ALC板1から剥がれ、驚くべきことにスラブ
全体内で、ALC板1はALC板1毎にバラバラにな
り、水平剛性は著しく低くなる。
On the other hand, as described in the present invention, the ALC plate 1
Even if a long joint reinforcing bar 9 (that is, it is necessary to use a long reinforcing bar that is at least longer than the length of the ALC plate 1) is disposed over the entire length of the connection joint portion 4a along the long side of A
It is formed at a position apart from the corner 3 of the LC plate 1 and straddles the connection joint 4a with a width larger than the width of the connection joint 4a. When the cutting hole 5 that does not penetrate is not drilled, the portion of the ALC plate present below the joint joint portion 4a is a portion where the reinforcing bar buried in the ALC plate 1 does not exist, so that the in-plane horizontal When a strong force acts, the lower part of the joint joint 4a of the ALC plate 1 together with the mortar filled in the joint joint 4a is peeled off from the ALC plate 1, and surprisingly, the ALC plate 1 Each ALC plate 1 is scattered, and the horizontal rigidity is extremely low.

【0023】更に、本発明で使用する頭部に環状部を有
するネジ8は、頭部環状部8aが側方にねじれ、その側
面部にねじれ開口部8bが形成され、更に、下端にねじ
込み部を有しているので、ALC板1の長辺に沿った連
結目地部4aの全長に亘るような長尺鉄筋9を、図8
(B)や図9(B)、図10(B)のように横向きにさ
れた頭部に環状部を有するネジ8のねじれ開口部8bの
中に簡単に挿入できる。この状態で下部のねじ込み部を
利用してねじり、図8(A)や図9(A)、図10
(A)のようにすることによって、長辺に沿った連結目
地部4aの全長に亘るような長尺鉄筋9を頭部環状部8
a内に確実に保持できる。このように本発明に於いて
は、上述の構造の頭部に環状部を有するネジ8を使用す
るので、ALC板1の長辺に沿った連結目地部4aの全
長に亘るような長尺鉄筋9を梁2に固定する為の作業が
著しく向上できる等の多大な効果を奏するものである。
Further, the screw 8 having an annular portion on the head used in the present invention is such that the annular portion 8a of the head is twisted laterally, a twisted opening 8b is formed on the side surface thereof, and a screwed portion is formed at the lower end. 8, the long reinforcing bar 9 extending over the entire length of the connection joint portion 4a along the long side of the ALC plate 1 is formed as shown in FIG.
As shown in FIG. 9B, FIG. 9B, and FIG. 10B, the screw 8 can be easily inserted into the torsion opening 8b of the screw 8 having the annular portion on the head turned sideways. In this state, twisting is performed using the lower screw-in portion, and FIG. 8 (A), FIG. 9 (A), FIG.
As shown in (A), the long reinforcing bar 9 extending over the entire length of the joint joint 4a along the long side is joined to the head annular portion 8.
a can be reliably held. As described above, in the present invention, since the screw 8 having the annular portion at the head of the above-described structure is used, a long reinforcing bar extending over the entire length of the connection joint portion 4a along the long side of the ALC plate 1 is used. There are many effects such as the work for fixing the 9 to the beam 2 can be remarkably improved.

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

【図1】本発明に係るスラブ構造の平面図である。FIG. 1 is a plan view of a slab structure according to the present invention.

【図2】(A)は梁との取付要部の構成を示す断面説明
図であり、(B)は(A)のALC板部での断面図であ
る。
FIG. 2A is a cross-sectional explanatory view showing a configuration of a main part to be attached to a beam, and FIG. 2B is a cross-sectional view of an ALC plate part in FIG.

【図3】ALC板端部での梁との取付要部の構成を示す
断面説明図である。
FIG. 3 is an explanatory cross-sectional view showing a configuration of a main part to be attached to a beam at an end of an ALC plate.

【図4】異なる位置でのALC板端部の梁との取付要部
の構成を示す断面説明図である。
FIG. 4 is an explanatory cross-sectional view showing a configuration of a main part of attachment of an ALC plate end to a beam at different positions.

【図5】図4とは異なる位置でのALC板端部の梁との
取付要部の構成を示す断面説明図である。
FIG. 5 is an explanatory cross-sectional view showing a configuration of a main part of attachment to a beam at an end of the ALC plate at a position different from FIG. 4;

【図6】(A)は切削穴6部分に於ける梁との取付要部
の構成を示す断面説明図である 、(B)はその部分拡大斜視図である。
6A is a cross-sectional explanatory view showing a configuration of a main part of attachment to a beam at a cutting hole 6 portion, and FIG. 6B is a partially enlarged perspective view of FIG.

【図7】(A)は切削穴5を示す要部の構成を示す断面
説明図であり、(B)はその切削穴5部分での断面図で
ある。
7A is a cross-sectional explanatory view showing a configuration of a main part showing a cutting hole 5, and FIG. 7B is a cross-sectional view of the cutting hole 5 portion.

【図8】頭部に環状部を有するネジの例を示す説明図で
ある。
FIG. 8 is an explanatory diagram illustrating an example of a screw having an annular portion on a head.

【図9】頭部に環状部を有するネジの他の例を示す説明
図である。
FIG. 9 is an explanatory view showing another example of a screw having an annular portion on the head.

【図10】頭部に環状部を有するネジの他の例を示す説
明図である。
FIG. 10 is an explanatory view showing another example of a screw having an annular portion on the head.

【符号の説明】[Explanation of symbols]

1 ALC板 2 梁 3 角隅部 3a 切欠部 4 連結目地部 4a 連結目地部 5 切削穴 6 切削穴 7 座金 8 頭部に環状部を有するネジ 8 頭部に環状部を有するネジ 8a 頭部環状部 8b 開口部 9 目地鉄筋 10 柱 11 間柱 12 切削穴 13 押さえプレート 14 モルタル DESCRIPTION OF SYMBOLS 1 ALC board 2 Beam 3 Corner 3a Notch 4 Connection joint part 4a Connection joint part 5 Cutting hole 6 Cutting hole 7 Washer 8 Screw with an annular part at the head 8 Screw with an annular part at the head 8a Head ring Part 8b Opening 9 Joint Reinforcement 10 Column 11 Stud 12 Cutting Hole 13 Holding Plate 14 Mortar

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ALC板を順に敷設して床、屋根を構成
するスラブ構造に於いて、並列に配置されたALC板1
の長辺に形成された連結目地部4aには、ALC板1の
角隅部3から離れた位置に目地幅よりも大きな幅で、か
つ裏面まで貫通しない切削穴5が跨って穿設され、頭部
環状部8aが側方にねじれてその側面部に長尺鉄筋9が
嵌入し得るねじれ開口部8bが形成され更に下端にネジ
込み部を有する頭部に環状部を有するネジ8が前記の角
隅部3に配置されており、前記ALC板1の長辺に沿っ
た連結目地部4aの全長に亘って長尺の目地鉄筋9が配
置されると共に、前記長尺の目地鉄筋9が前記頭部に環
状部を有するネジ8を介して梁2に固定され、更に長辺
の連結目地部4a、短辺の連結目地部4及び切削穴5に
モルタル14が充填されたことを特徴とするスラブ構
造。
1. In a slab structure in which ALC plates are laid in order to form a floor and a roof, ALC plates 1 arranged in parallel
In the joint joint 4a formed on the long side of the ALC plate, a cutting hole 5 having a width larger than the joint width and not penetrating to the back surface is drilled at a position away from the corner 3 of the ALC plate 1 and The head annular portion 8a is twisted laterally to form a torsion opening 8b on the side surface thereof into which the long reinforcing bar 9 can be fitted, and the screw 8 having an annular portion on the head having a threaded portion at the lower end is formed as described above. A long joint reinforcing bar 9 is disposed at the corner 3 and extends over the entire length of the joint joint 4a along the long side of the ALC plate 1, and the long joint reinforcing bar 9 is The mortar 14 is fixed to the beam 2 via a screw 8 having an annular portion at the head, and the long joint joint 4a, the short joint joint 4 and the cutting hole 5 are filled with mortar 14. Slab structure.
JP6307382A 1994-12-12 1994-12-12 Slab structure Expired - Fee Related JP2732361B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6307382A JP2732361B2 (en) 1994-12-12 1994-12-12 Slab structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6307382A JP2732361B2 (en) 1994-12-12 1994-12-12 Slab structure

Publications (2)

Publication Number Publication Date
JPH07207797A JPH07207797A (en) 1995-08-08
JP2732361B2 true JP2732361B2 (en) 1998-03-30

Family

ID=17968386

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6307382A Expired - Fee Related JP2732361B2 (en) 1994-12-12 1994-12-12 Slab structure

Country Status (1)

Country Link
JP (1) JP2732361B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6902125B2 (en) * 2015-09-02 2021-07-14 株式会社淺沼組 Joint structure of structure
CN110821021A (en) * 2019-11-28 2020-02-21 怀化远大建筑工业有限公司 Floor slab capable of being installed rapidly

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51117958A (en) * 1975-04-03 1976-10-16 Aake Marumuguren Peru Method of making hanging device out of steel round bar
JPS5927050A (en) * 1982-08-07 1984-02-13 スパンクリ−ト製造株式会社 Synthetic floor structure using precast concrete panel
JPS6113704U (en) * 1984-06-28 1986-01-27 旭化成株式会社 Installation structure of wooden beams, roof, and floor slabs
JPS62174431A (en) * 1986-01-27 1987-07-31 ナショナル住宅産業株式会社 Structure for mounting joint steel bar

Also Published As

Publication number Publication date
JPH07207797A (en) 1995-08-08

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