JPH08199720A - Connection structure of joint of horizontal panel - Google Patents

Connection structure of joint of horizontal panel

Info

Publication number
JPH08199720A
JPH08199720A JP774295A JP774295A JPH08199720A JP H08199720 A JPH08199720 A JP H08199720A JP 774295 A JP774295 A JP 774295A JP 774295 A JP774295 A JP 774295A JP H08199720 A JPH08199720 A JP H08199720A
Authority
JP
Japan
Prior art keywords
joint
panel plates
horizontal
holes
panel
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
JP774295A
Other languages
Japanese (ja)
Inventor
Kazutomi Sakata
一富 坂田
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry 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 Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP774295A priority Critical patent/JPH08199720A/en
Publication of JPH08199720A publication Critical patent/JPH08199720A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To securely connect a plurality of panels laid down through joints and extremely effectively cope with the vertical or horizontal shearing forces acting between the panels. CONSTITUTION: In a connection structure of joints of a plurality of horizontal panels 1, 1,... laid on laterally laid members, oppositely facing holes 2, 2 are bored to respectively correspond to specified positions of both side faces 11, 11 of a pair of adjacent panels 1, 1. These two holes 2, 2 form a bulb-shaped hole 3 having a nearly conical upper part and a nearly cylindrical lower part by both holes. Mortar is filled in the bulb-shaped hole 3 to constitute the connection structure.

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、水平パネル板の目地部
連結構造に関するもので、詳しくは、敷設された複数の
パネル板を、目地部を介して確実に連結し、該パネル板
間に作用する剪断力に対して極めて有効に対抗し得る水
平パネル板の目地部連結構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint portion connecting structure of horizontal panel plates, and more specifically, it securely connects a plurality of laid panel plates through joint portions, and between the panel plates. The present invention relates to a joint structure for connecting joints of horizontal panel plates, which is capable of extremely effectively counteracting shearing force.

【0002】[0002]

【従来の技術】一般に、発泡軽量コンクリート等から形
成されるALCパネル板を横架材上に密接並列して水平
に敷設して床や屋根等を構成する。これらの水平パネル
板の目地部連結構造として、特開平6-336781号公報に記
載されているようなものが知られている。特開平6-3367
81号公報に記載の水平パネル板の目地部連結構造は、図
6〜8に示されるように、横架材上に敷設された複数の
水平パネル板10,10・・・の、隣接する一対の上記
パネル板10,10の両側面110,110の所定位置
にそれぞれ対向する穴20,20が穿設され、2つの該
穴20,20で以て一対の上記パネル板10,10に亘
って円柱状穴30を形成しており、該円柱状穴30にモ
ルタル40を充填して一対の上記水平パネル板10,1
0を目地部50において連結している。
2. Description of the Related Art Generally, an ALC panel plate made of foamed lightweight concrete or the like is laid horizontally in close contact with a horizontal member to construct a floor or roof. As a joint structure for connecting the joints of these horizontal panel plates, there is known one as described in JP-A-6-336781. JP-A-6-3367
As shown in FIGS. 6 to 8, the joint structure for connecting the horizontal panel plates described in Japanese Patent Publication No. 81 has a pair of adjacent horizontal panel plates 10, 10 ... Holes 20 and 20 facing each other are formed at predetermined positions on both side surfaces 110 and 110 of the panel plates 10 and 10, and the pair of panel plates 10 and 10 are formed by the two holes 20 and 20. A columnar hole 30 is formed, and the columnar hole 30 is filled with mortar 40 to form a pair of the horizontal panel plates 10, 1.
0 is connected at the joint portion 50.

【0003】尚、図6〜8においては、一つの上記円柱
状穴30のみが示されいるが、実際は該円柱状穴30が
複数の隣接するパネル板10,10・・・のそれぞれの
間の上記両側面110,110の所定位置に一つ又は複
数ずつ設けられて、水平パネル板の目地部連結構造を維
持している。
Although only one columnar hole 30 is shown in FIGS. 6 to 8, in reality, the columnar hole 30 is provided between each of a plurality of adjacent panel plates 10, 10. One or a plurality of them are provided at predetermined positions on the both side surfaces 110, 110 to maintain the joint structure of the horizontal panel board.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、図6〜
8に示される従来の水平パネル板の目地部連結構造にお
いては、上記円柱状穴30に上記モルタル40を充填す
る際に、該円柱状穴30が円柱を横に倒した形状である
ため、上記モルタル40が上記円柱状穴30内の空間全
体に充填されずに該円柱状穴30内の隅に気泡が残存し
易く、一対の上記パネル板10,10間に剪断力が加わ
ったときに、該パネル板10,10間の上記目地部50
にヒビが入ったり、ズレが生じてしまうことがあった。
However, as shown in FIG.
In the joint structure for connecting the joint portion of the conventional horizontal panel plate shown in FIG. 8, when the columnar hole 30 is filled with the mortar 40, the columnar hole 30 has a shape in which a column is laid down sideways. When the mortar 40 is not filled in the entire space inside the cylindrical hole 30 and air bubbles are likely to remain in the corners inside the cylindrical hole 30 and a shearing force is applied between the pair of panel plates 10 and 10, The joint portion 50 between the panel plates 10, 10.
There was a case where it cracked or was misaligned.

【0005】従って、本発明の目的は、敷設された複数
のパネル板を、目地部を介して確実に連結し、該パネル
板間に作用する剪断力に対して極めて有効に対抗し得る
水平パネル板の目地部連結構造を提供することにある。
Therefore, an object of the present invention is to horizontally connect a plurality of laid panel plates through joints and to effectively counter the shearing force acting between the panel plates. An object of the present invention is to provide a joint portion connecting structure of plates.

【0006】本発明者は、種々検討した結果、パネル板
の両側面の所定位置にそれぞれ対向して穿設される2つ
の穴の形状をある特定の形状とすることにより、該穴の
中に気泡を残存し難くすることができると同時に、図6
〜8に示される水平パネル板の目地部連結構造において
上記円柱状穴30内に気泡が残存せずに隅々にまでモル
タルが充填された場合よりも、複数のパネル板同士の連
結を更に一層強固にし得ることを知見した。
As a result of various studies, the inventor of the present invention has determined that the two holes formed at the predetermined positions on both side surfaces of the panel plate so as to be opposed to each other have a specific shape. It is possible to make it difficult for bubbles to remain, and at the same time, as shown in FIG.
In the joint structure for connecting the joints of the horizontal panel plates shown in FIGS. 8 to 8, it is possible to further connect the plurality of panel plates to each other as compared with the case where the mortar is filled in every corner without bubbles remaining in the cylindrical hole 30. We have found that it can be strengthened.

【0007】[0007]

【課題を解決するための手段】本発明は、上記知見に基
づいてなされたもので、複数のパネル板を敷設してなる
水平パネル板の目地部連結構造において、敷設された隣
接する一対の上記パネル板の両側面の所定位置にそれぞ
れ対向する穴が穿設され、該二つの穴は、両者で以て上
方部が略円錐形で且つ下方部が略円筒形となる球根状穴
を形成しており、上記球根状穴にモルタルを充填してな
ることを特徴とする水平パネル板の目地部連結構造を提
供することにより、上記目的を達成したものである。
SUMMARY OF THE INVENTION The present invention has been made based on the above findings, and in a joint structure for connecting joints of horizontal panel plates formed by laying a plurality of panel plates, a pair of adjacent adjacent ones are laid. Holes facing each other are formed at predetermined positions on both side surfaces of the panel plate, and these two holes form a bulbous hole in which the upper part is substantially conical and the lower part is substantially cylindrical. Therefore, the above object is achieved by providing a joint structure for connecting a joint portion of a horizontal panel plate, characterized in that the bulbous hole is filled with mortar.

【0008】[0008]

【作用】本発明の水平パネル板の目地部連結構造によれ
ば、横架材上に密接並列して敷設されたパネル板同士
を、その目地部を介して隣接する一対のパネル板の両側
面に設けられた球根状の穴にモルタルを充填することに
より、該穴内に気泡を残存させ難く、一対の該パネル板
同士を確実且つ強固に連結することができる。
According to the joint portion connecting structure of horizontal panel plates of the present invention, the panel plates which are laid closely in parallel on the horizontal member are provided on both side surfaces of a pair of panel plates which are adjacent to each other through the joint portions. By filling the bulbous hole provided in the mortar with mortar, it is difficult for bubbles to remain in the hole, and the pair of panel plates can be reliably and firmly connected to each other.

【0009】[0009]

【実施例】以下、本発明の水平パネル板の目地部連結構
造の一実施例を図面を参照して説明する。図1は、本実
施例の水平パネル板の目地部連結構造を用いた床の平面
図、図2は、本発明の一実施例の水平パネル板の目地部
連結構造における一対のパネル板間の目地部を示す一部
切欠斜視図、図3は、本実施例の水平パネル板の目地部
連結構造の要部平面図、図4は、図3におけるA−A線
断面図、図5は、図3におけるB−B線断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a joint structure for joints of horizontal panel plates according to the present invention will be described below with reference to the drawings. FIG. 1 is a plan view of a floor using the joint part connecting structure of horizontal panel plates of the present embodiment, and FIG. 2 is between a pair of panel plates in the joint part connecting structure of horizontal panel plates of one embodiment of the present invention. FIG. 3 is a partial cutaway perspective view showing joints, FIG. 3 is a plan view of a main portion of a joint structure of joints of a horizontal panel plate of this embodiment, FIG. 4 is a sectional view taken along line AA in FIG. 3, and FIG. It is the BB sectional view taken on the line in FIG.

【0010】本実施例の水平パネル板の目地部連結構造
は、図1〜5に示されるように、複数のパネル板1,1
・・・を梁等の横架材6,6・・・上に敷設してなる点
において従来の構造と同様である。
As shown in FIGS. 1 to 5, the joint structure for connecting the joints of the horizontal panel plates of this embodiment is composed of a plurality of panel plates 1 and 1.
Are the same as the conventional structure in that they are laid on the horizontal members 6, 6 ...

【0011】而して、本実施例の水平パネル板の目地部
連結構造は、図2〜5に示されるように、敷設された隣
接する一対の上記パネル板1,1の両側面11,11の
所定位置にそれぞれ対向する穴2,2が穿設され、該二
つの穴2,2は、両者で以て上方部が略円錐形で且つ下
方部が略円筒形となる球根状穴3を形成しており、上記
球根状穴3にモルタル4を充填して構成されている。
As shown in FIGS. 2 to 5, the joint structure of the horizontal panel board joints according to the present embodiment has both side surfaces 11 and 11 of a pair of adjacent panel boards 1 and 1 laid adjacent to each other. Of the two holes 2 and 2 facing each other at a predetermined position of each of the two holes 2 and 2 are a bulbous hole 3 having an upper portion having a substantially conical shape and a lower portion having a substantially cylindrical shape. It is formed by filling the bulb-shaped hole 3 with a mortar 4.

【0012】本実施例の水平パネル板の目地部連結構造
を更に説明すると、図1に示す如く、複数の上記パネル
板1,1・・・は、3枚を一組として上記横架材6,6
・・・上に敷設されており、該横架材6,6・・・上の
所定の位置に取り付けられた支持金具61,61・・・
により、一組毎に拘束或いは固定されている。上記の各
組の内の隣接する上記パネル板1,1,1相互の上記目
地部5,5にあたる各上記パネル板1の上記側面11に
は、上記球根状穴3,3,3・・・が一定の間隔で形成
されている。
The joint structure for connecting the joints of the horizontal panel plates of this embodiment will be further described. As shown in FIG. 1, the plurality of panel plates 1, 1, ... , 6
... Supporting metal fittings 61, 61, which are laid on the horizontal members 6, 6 ...
Due to this, each set is restrained or fixed. The bulbous holes 3, 3, 3 ... Are formed on the side surface 11 of each panel plate 1 corresponding to the joint portion 5, 5 of the adjacent panel plates 1, 1, 1 in each set. Are formed at regular intervals.

【0013】上記パネル板1,1・・は、図2〜5に示
される如く、発泡軽量コンクリート等から形成されるA
LCパネルであり、上記目地部5に位置する上記側面1
1上部には切欠部7が該側面11の全域に亘って形成さ
れると共に、該側面11の該パネル板1の厚さ方向の略
中央には上記穴2,2,2が一定の間隔で3つ形成され
ている。
As shown in FIGS. 2 to 5, the panel plates 1, 1, ... Are made of foamed lightweight concrete or the like.
The side surface 1 which is an LC panel and is located in the joint portion 5
A notch 7 is formed on the upper part of the side surface 1 over the entire area of the side surface 11, and the holes 2, 2, 2 are formed at regular intervals in the center of the side surface 11 in the thickness direction of the panel plate 1. Three are formed.

【0014】上記穴2,2,2は、隣接される上記パネ
ル板1に設けられた上記穴2,2,2と共に、対向する
2つの該穴2,2の両者で以てそれぞれ上記球根状穴
3,3,3を形成しており、上記切欠部7も同様に、隣
接する上記パネル板1の上記側面11上部に設けられた
上記切欠部7と共に、溝部8を形成している。一対の上
記パネル板1,1の上記側面11,11が上記目地部5
において密接された状態とされると、上記各球根状穴3
の上部は上記溝内8に露出され、該球根状穴3と上記溝
部8とが連通される。
The holes 2, 2 and 2 are provided with the panel plates 1 adjacent to each other, and the two holes 2 and 2 facing each other are formed into the bulb-like shape. The holes 3, 3, 3 are formed, and similarly, the cutout portion 7 also forms a groove portion 8 together with the cutout portion 7 provided on the upper side surface 11 of the adjacent panel plate 1. The side faces 11, 11 of the pair of panel plates 1, 1 are the joints 5
When they are brought into close contact with each other, the above-mentioned bulbous holes 3
Is exposed in the groove 8 so that the bulbous hole 3 and the groove 8 are communicated with each other.

【0015】本実施例を適用した図1の床を施工する際
に最も好適な手順を簡単に説明する。まず、構築された
梁等の上記横架材6,6・・・上に複数の上記パネル板
1,1・・・を並べ、3枚を一組として上記支持金具6
1,61・・・により公知の方法により上記横架材6,
6・・・上に拘束或いは固定する。この時、上記各組内
の3枚の上記パネル板1,1,1は、相互に連結されて
おらず、単に、それらの上記側面11,11・・・同士
が密接されているだけで、該パネル板1,1,1に加わ
る剪断力に対抗し得ない状態である。
The most preferable procedure for constructing the floor of FIG. 1 to which this embodiment is applied will be briefly described. First, a plurality of the panel plates 1, 1 ... Are arranged on the horizontal members 6, 6 ...
1, 61 ... By the known method, the horizontal member 6,
6 ... Bind or fix on top. At this time, the three panel plates 1, 1, 1 in each set are not connected to each other, but the side surfaces 11, 11, ... It is in a state where the shearing force applied to the panel plates 1, 1, 1 cannot be countered.

【0016】次に、上記目地部5に形成される上記球根
状穴3,3,・・に、その上部の上記溝部8に露出した
部分より上記モルタル4をそれぞれ充填し、最後に該溝
部8にも上記モルタル4を充填し、上記パネル板1,1
・・上面が平坦となるように仕上げ、上記モルタル4を
乾燥養生させ、一対の上記パネル板1,1の上記目地部
5の連結を終了する。
Next, the bulb-shaped holes 3, 3, ... Formed in the joint portion 5 are filled with the mortar 4 from the portions exposed to the groove portions 8 on the upper portions thereof, and finally the groove portions 8 are filled. Also, fill the mortar 4 with the above-mentioned panel plates 1, 1
.. Finishing so that the upper surface becomes flat, the mortar 4 is dried and cured, and the connection of the joints 5 of the pair of panel plates 1 and 1 is completed.

【0017】本発明の効果を示す試験例を以下に説明す
る。 〔試験方法〕図9に示されるように、目地部5,5が後
述する仕様により連結された3枚のALCパネル板1,
1,1からなる試験品を平面上に敷設し、その両端のパ
ネル板1,1を治具9,9により固定する。パネル板
1,1,1の敷設面内において、中央のパネル板1に、
3枚のパネル板1,1,1の並列方向に対して直角方向
に治具10を介して荷重Pを加えて目地部5,5に剪断
力を働かせ、この時の荷重と変位を測定する。計測され
る最大荷重が高い程、高い剪断力に対抗し得ると判断で
きる。 〔試験品〕図9に示されるように、3枚のALCパネル
板1,1,1の目地部5,5の中央に、図3〜5に示さ
れる球根状穴3をそれぞれ1つずつ形成したもの(本発
明品)及び図6〜8に示される円柱状穴30をそれぞれ
1つずつ形成したもの(従来品)を用いて、本発明品,
従来品につきそれぞれ2回測定を行なった。結果を〔図
10〕に示す。尚、上述の試験品においては、何れもそ
の球根状穴3及び円柱状穴30内に気泡が残存していな
いことを確認した後に試験を行なった。
A test example showing the effect of the present invention will be described below. [Test Method] As shown in FIG. 9, three ALC panel plates 1 in which joints 5 and 5 are connected according to the specifications described later.
A test product consisting of 1, 1 is laid on a flat surface, and the panel plates 1, 1 at both ends thereof are fixed by jigs 9, 9. In the laying surface of the panel plates 1, 1, 1 to the central panel plate 1,
A load P is applied through the jig 10 in a direction perpendicular to the parallel direction of the three panel plates 1, 1, 1 to exert a shearing force on the joints 5, 5, and the load and displacement at this time are measured. . It can be judged that the higher the maximum load measured is, the higher the shearing force can be opposed. [Test product] As shown in FIG. 9, one bulb-shaped hole 3 shown in each of FIGS. 3 to 5 is formed in the center of each joint portion 5, 5 of the three ALC panel plates 1, 1, 1. The product of the present invention, the product of the present invention, and the product of the related art in which the cylindrical holes 30 shown in FIGS.
The conventional product was measured twice. The results are shown in [Fig. 10]. In each of the above-mentioned test products, the test was performed after it was confirmed that no bubbles remained in the bulbous hole 3 and the cylindrical hole 30.

【0018】測定された最大荷重は、本発明品が2700kg
f,2650kgf であり、これに対し、従来品が1480kgf,1390
kgであり、本発明品により計測された最大荷重は従来品
により計測された最大荷重の約1.9倍であり、本発明
品の球根状穴3による水平パネル板の目地部連結構造の
方が、従来品の円柱状穴30による水平パネル板の目地
部連結構造に比して、より高い剪断力に耐え得ることが
できる。
The maximum load measured is 2700 kg for the product of the present invention.
f, 2650kgf, whereas the conventional product is 1480kgf, 1390
It is kg, and the maximum load measured by the product of the present invention is about 1.9 times the maximum load measured by the conventional product. However, it is possible to endure a higher shearing force as compared with the conventional joint structure for connecting the joint portion of the horizontal panel plate by the cylindrical hole 30.

【0019】本発明の水平パネル板の目地部連結構造は
上述のように構成され、本発明によれば、敷設された複
数のパネル板を、目地部を介して確実に連結し、該パネ
ル板間に作用する剪断力に対して極めて有効に対抗し得
る。
The joint structure for connecting the joint portion of the horizontal panel plate of the present invention is constructed as described above. According to the present invention, a plurality of laid panel plates are securely connected through the joint portion, and the panel plate is connected. It can very effectively counter the shear forces acting in between.

【0020】尚、本発明は上記実施例に制限されない。
例えば、1枚の上記パネル板1の上記側面11に設けら
れる上記穴2は、上記実施例のように3つでなく1つや
2つ或いは4つ以上であっても良く、該穴2の位置も、
上記実施例に制限されない。また、上記球根状穴3内に
環状の鉄筋を配しておき、該球根状穴3内に上記モルタ
ル4を充填し、該鉄筋及び該モルタル4の双方により一
対の上記パネル板1,1の上記目地部5の連結を更に強
固なものとしても良い。その他の点に関しても、本発明
の趣旨を逸脱しない限り、適宜変更が可能である。
The present invention is not limited to the above embodiment.
For example, the number of the holes 2 provided in the side surface 11 of the one panel plate 1 may be one, two, or four or more instead of three as in the above-mentioned embodiment, and the position of the hole 2 may be one. Also,
The invention is not limited to the above embodiment. Further, an annular reinforcing bar is arranged in the bulb-shaped hole 3, the mortar 4 is filled in the bulb-shaped hole 3, and the pair of the panel plates 1 and 1 are filled with both the reinforcing bar and the mortar 4. The joint of the joint portions 5 may be made stronger. Other points can be appropriately changed without departing from the gist of the present invention.

【0021】[0021]

【発明の効果】本発明の連結具によれば、横架材上に密
接並列して敷設されたパネル板同士を、その目地部を介
して隣接する一対のパネル板の両側面に設けられた球根
状の穴にモルタルを充填することにより、該穴内に気泡
を残存さ難く、一対の該パネル板同士を確実且つ強固に
連結し、該パネル板間に作用する剪断力に対して極めて
有効に対抗することができる。
According to the connector of the present invention, the panel plates laid closely in parallel on the horizontal member are provided on both side surfaces of the pair of panel plates which are adjacent to each other through the joints. By filling the bulb-shaped hole with mortar, it is difficult for bubbles to remain in the hole, and the pair of panel plates are reliably and firmly connected to each other, which is extremely effective against the shearing force acting between the panel plates. You can compete.

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

【図1】本発明の一実施例の水平パネル板の目地部連結
構造を用いた床の平面図である。
FIG. 1 is a plan view of a floor using a joint structure of horizontal panel boards according to an embodiment of the present invention.

【図2】本発明の一実施例の水平パネル板の目地部連結
構造における一対のパネル板間の目地部を示す一部切欠
斜視図である。
FIG. 2 is a partially cutaway perspective view showing a joint portion between a pair of panel plates in a joint portion connecting structure for a horizontal panel plate according to an embodiment of the present invention.

【図3】本発明の一実施例の水平パネル板の目地部連結
構造の要部平面図である。
FIG. 3 is a plan view of an essential part of the joint structure of the horizontal panel board according to the embodiment of the present invention.

【図4】図3におけるA−A線断面図である。4 is a cross-sectional view taken along the line AA in FIG.

【図5】図3におけるB−B線断面図である。5 is a sectional view taken along line BB in FIG.

【図6】従来の水平パネル板の目地部連結構造の要部平
面図である。
FIG. 6 is a plan view of a main part of a conventional joint structure for joints of horizontal panel plates.

【図7】図6におけるC−C線断面図である。7 is a cross-sectional view taken along the line CC in FIG.

【図8】図6におけるD−D線断面図である。FIG. 8 is a sectional view taken along line DD in FIG.

【図9】本発明品の効果を示す試験例の試験方法を示す
平面図である。
FIG. 9 is a plan view showing a test method of a test example showing the effect of the product of the present invention.

【図10】本発明品の効果を示す試験例の結果を示すグ
ラフである。
FIG. 10 is a graph showing the results of a test example showing the effect of the product of the present invention.

【符号の説明】[Explanation of symbols]

1 パネル板 10(パネル板の)側面 2 穴 3 球根状穴 4 モルタル 5 目地部 6 横架材 1 panel board 10 (panel board) side surface 2 hole 3 bulbous hole 4 mortar 5 joint 6 horizontal material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数のパネル板を敷設してなる水平パネ
ル板の目地部連結構造において、 敷設された隣接する一対の上記パネル板の両側面の所定
位置にそれぞれ対向する穴が穿設され、該二つの穴は、
両者で以て上方部が略円錐形で且つ下方部が略円筒形と
なる球根状穴を形成しており、上記球根状穴にモルタル
を充填してなることを特徴とする水平パネル板の目地部
連結構造。
1. A joint structure for connecting a joint portion of a horizontal panel plate, which is formed by laying a plurality of panel plates, in which holes facing each other are formed at predetermined positions on both side surfaces of the pair of adjacent panel plates laid, The two holes are
A joint for a horizontal panel plate characterized by forming a bulbous hole whose upper part is substantially conical and whose lower part is substantially cylindrical by both of them, and which is formed by filling mortar into the bulbous hole. Part connection structure.
【請求項2】 上記水平パネル板が、床又は屋根用AL
Cパネル板である、請求項1に記載の水平パネル板の目
地部連結構造。
2. The horizontal panel plate is a floor or roof AL
The joint part connecting structure for a horizontal panel plate according to claim 1, which is a C panel plate.
JP774295A 1995-01-20 1995-01-20 Connection structure of joint of horizontal panel Pending JPH08199720A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP774295A JPH08199720A (en) 1995-01-20 1995-01-20 Connection structure of joint of horizontal panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP774295A JPH08199720A (en) 1995-01-20 1995-01-20 Connection structure of joint of horizontal panel

Publications (1)

Publication Number Publication Date
JPH08199720A true JPH08199720A (en) 1996-08-06

Family

ID=11674163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP774295A Pending JPH08199720A (en) 1995-01-20 1995-01-20 Connection structure of joint of horizontal panel

Country Status (1)

Country Link
JP (1) JPH08199720A (en)

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