JPH0960191A - Receiving structure of cement formed board - Google Patents

Receiving structure of cement formed board

Info

Publication number
JPH0960191A
JPH0960191A JP21310395A JP21310395A JPH0960191A JP H0960191 A JPH0960191 A JP H0960191A JP 21310395 A JP21310395 A JP 21310395A JP 21310395 A JP21310395 A JP 21310395A JP H0960191 A JPH0960191 A JP H0960191A
Authority
JP
Japan
Prior art keywords
plate
cement
bolt
receiving
hollow 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.)
Granted
Application number
JP21310395A
Other languages
Japanese (ja)
Other versions
JP3378702B2 (en
Inventor
Yorisuke Takeyama
順祐 竹山
Koji Fukuda
孝治 福田
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.)
Nozawa Corp
Original Assignee
Nozawa Corp
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 Nozawa Corp filed Critical Nozawa Corp
Priority to JP21310395A priority Critical patent/JP3378702B2/en
Publication of JPH0960191A publication Critical patent/JPH0960191A/en
Application granted granted Critical
Publication of JP3378702B2 publication Critical patent/JP3378702B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To avoid concentrated loads to improve the strength of a receiving structure by eliminating uneven contact produced by waviness of a receiving surface of a cement formed board, burrs of a square nut, and burrs of edge of a mount hole. SOLUTION: There are provided a cement formed board 31 having hollow sections 33, a mount hole 34 formed from an outer face of the board 31 into the hollow section 33, a bolt 39, which is inserted, through a clamp piece 37 for supporting the board 31, into a mount hole 34, and a receiving fitting 41, in which an internal thread 45 for engagement with the bolt 39 is formed in a base board part 43 and a rubber board 49 having a hole 51 concentric with the thread 45 is bonded to a surface of the part 43, from the side of which the bolt is inserted. By bringing the bolt 39 inserted into the section 33 into threaded engagement with the thread 45, the fitting 41 is brought into contact with the inner surface of the hollow section through the board 49.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、セメント成形板を
建物の躯体側(例えばアングル材など)に取り付ける際
の受け構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a receiving structure for mounting a cement molded plate on the body side (for example, an angle member) of a building.

【0002】[0002]

【従来の技術】鉄骨住宅などでは、床材、壁材として押
出成形セメント板(セメント成形板)がしばしば使用さ
れる。図4は躯体側とセメント成形板の取り付け構造を
示す断面図である。躯体1側にはアングル材3が固設さ
れ、アングル材3の当接片3aにはセメント成形板5の
背面が当接される。セメント成形板5には中空部7が形
成され、セメント成形板5の背面には中空部7に貫通す
る取付穴9が穿設される。取付穴9にはZ形のクランプ
金具11を貫通したボルト13が挿入され、クランプ金
具11はボルト13が中空部7に配置された角ナット1
5に螺合されることにより、セメント成形板5の背面に
固定される。この際、セメント成形板5は、クランプ金
具11とセメント成形板5の背面とでアングル材3の当
接片3aを挟持することで、躯体1側に支持固定され
る。
2. Description of the Related Art In steel-framed houses and the like, extrusion-molded cement boards (cement molded boards) are often used as floor materials and wall materials. FIG. 4 is a cross-sectional view showing the mounting structure of the body side and the cement molding plate. The angle member 3 is fixed to the body 1 side, and the back surface of the cement molding plate 5 is in contact with the contact piece 3a of the angle member 3. A hollow portion 7 is formed in the cement molding plate 5, and a mounting hole 9 penetrating the hollow portion 7 is formed in the back surface of the cement molding plate 5. A bolt 13 penetrating a Z-shaped clamp fitting 11 is inserted into the mounting hole 9, and the clamp fitting 11 has a square nut 1 in which the bolt 13 is arranged in the hollow portion 7.
It is fixed to the back surface of the cement molding plate 5 by being screwed into the cement molding plate 5. At this time, the cement molded plate 5 is supported and fixed to the body 1 side by sandwiching the contact piece 3a of the angle member 3 between the clamp fitting 11 and the back surface of the cement molded plate 5.

【0003】このようなセメント成形板の取付け構造で
は、クランプ金具11をセメント成形板5に固定するボ
ルト13が、当接面積の大きい角ナット15で中空部7
内の内面に当接される(受けられる)ので、通常の六角
ナットをボルト13に螺合した場合に比べ、広い受け面
積が確保でき、セメント成形板5の取付け強度を大きく
することができた。
In such a cement molded plate mounting structure, the bolt 13 for fixing the clamp fitting 11 to the cement molded plate 5 is a hollow portion 7 formed by a square nut 15 having a large contact area.
Since it is abutted (received) on the inner surface of the inside, a wider receiving area can be secured and the mounting strength of the cement molded plate 5 can be increased as compared with the case where a normal hexagon nut is screwed into the bolt 13. .

【0004】[0004]

【発明が解決しようとする課題】しかしながら、セメン
ト成形板5は、成形誤差、或いは硬化時の内部応力によ
り中空部側平面部に少なからず凹凸が生じることがあ
る。このため、角ナット15をセメント成形板5の面に
当接させる受け構造においては、角ナット15の当接面
が図5(a)に示すように波打ち状の面16であった場
合、角ナット15がセメント成形板5に対して点若しく
は線などで接触することとなり、接触部に荷重が集中
し、亀裂17が生じる虞れがあった。また、角ナット1
5は、プレスにより成形された場合、縁部に図5(b)
に示すバリ19が生ずることがある。そして、このバリ
19がセメント成形板5側に突出して取り付けられたと
きには、このバリ19がセメント成形板5に食い込み、
亀裂17が生じる虞れがあった。更に、セメント成形板
5は、取付穴9穿設時の出口側が若干膨出したバリ21
状態となることがある。このような状態のまま硬化した
セメント成形板5に、角ナット15が当接されると、図
5(c)に示すように、角ナット15はバリ21部のみ
に当接することとなり、この部分に荷重が集中し、亀裂
17が生じる虞れがあった。本発明は上記状況に鑑みて
なされたもので、セメント成形板受け面の波打ち、角ナ
ットのバリ、取付穴縁部のバリなどによって生ずる不均
一な受け面当接状態を無くすことにより、集中荷重を防
止することができるセメント成形板の受け構造を提供
し、受け構造の強度向上を図ることを目的とする。
However, in the cement molded plate 5, the flat surface portion on the hollow portion side may have some unevenness due to a molding error or internal stress during curing. Therefore, in the receiving structure in which the square nut 15 is brought into contact with the surface of the cement molded plate 5, if the contact surface of the square nut 15 is the corrugated surface 16 as shown in FIG. The nut 15 comes into contact with the cement molded plate 5 at a point, a line, or the like, and the load is concentrated on the contact portion, which may cause a crack 17. Also, square nut 1
5 shows the edge portion of FIG. 5 (b) when formed by pressing.
The burr 19 shown in FIG. When the burr 19 is attached so as to project toward the cement molding plate 5, the burr 19 bites into the cement molding plate 5,
There was a risk that cracks 17 would occur. Further, the cement molding plate 5 has a burr 21 which is slightly bulged on the outlet side when the mounting hole 9 is drilled.
It may be in a state. When the square nut 15 is brought into contact with the cement molded plate 5 that has been cured in such a state, the square nut 15 comes into contact with only the burr 21 as shown in FIG. 5 (c). There was a risk that the load would be concentrated on the cracks and cracks 17 would occur. The present invention has been made in view of the above situation, and eliminates the uneven contact state of the receiving surface caused by the corrugation of the receiving surface of the cement molded plate, the burr of the square nut, the burr of the edge of the mounting hole, and the like. An object of the present invention is to provide a receiving structure for a cement molded plate capable of preventing the above, and to improve the strength of the receiving structure.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
の本発明に係るセメント成形板の受け構造の構成は、中
空部を有するセメント成形板と、該セメント成形板の外
面から前記中空部へ貫通して穿設される取付穴と、前記
セメント成形板を支持するためのクランプ金具に挿通さ
れ該取付穴に挿入されるボルトと、該ボルトと螺合する
雌ねじ部が基板部に形成されるとともに該雌ねじ部と同
心円状の穴を有したゴム板がボルト挿入側の該基板部の
面に接着される受け金物とを具備し、前記中空部に挿通
された前記ボルトを前記雌ねじ部に螺合することで前記
ゴム板を介して前記受け金物を前記中空部内面に当接す
ることを特徴とするものである。そして、この受け構造
では、セメント成形板の受け金物側の面に凹凸が生じて
いた場合、ゴム板が凹凸を吸収し、受け金物がセメント
成形板の凹凸面全体に面接触することとなり、荷重が局
所的に作用しなくなる。また、ゴム板が受け金物のバリ
突出側の面に接着されることにより、バリがセメント成
形板表面に直接当接しなくなる。更に、取付穴から突出
したセメント成形板からのバリがゴム板の穴内に収容さ
れ、バリが直接受け金物の基板部に当接しなくなる。
Means for Solving the Problems In order to achieve the above object, the structure of a cement molded plate receiving structure according to the present invention comprises a cement molded plate having a hollow portion, and an outer surface of the cement molded plate to the hollow portion. A mounting hole penetrating therethrough, a bolt that is inserted into a clamp metal fitting for supporting the cement forming plate and is inserted into the mounting hole, and a female screw portion that is screwed into the bolt are formed in the substrate portion. A rubber plate having a hole concentric with the female screw portion is attached to the surface of the base plate portion on the bolt insertion side, and the bolt inserted into the hollow portion is screwed into the female screw portion. It is characterized in that the fitting is brought into contact with the inner surface of the hollow portion through the rubber plate. And, in this receiving structure, if unevenness is generated on the surface of the cement molding plate on the side of the receiving metal object, the rubber plate absorbs the unevenness, and the receiving material makes surface contact with the entire uneven surface of the cement molding plate, and the load Does not work locally. Further, since the rubber plate is adhered to the surface of the receiving member on the protruding side of the burr, the burr does not directly contact the surface of the cement molding plate. Further, burrs from the cement molded plate protruding from the mounting holes are accommodated in the holes of the rubber plate, so that the burs do not come into direct contact with the base plate portion of the receiving member.

【0006】[0006]

【発明の実施の形態】以下、本発明に係るセメント成形
板の受け構造の好適な実施の形態を図面を参照して詳細
に説明する。図1は本発明によるセメント成形板の受け
構造を示した分解斜視図である。押出成形セメント板
(セメント成形板)31には中空部33が形成される。
また、セメント成形板31の背面には中空部33に貫通
する取付穴34が穿設される。取付穴34にはZ形のク
ランプ金具37を貫通したボルト39が挿入され、ボル
ト39は中空部33に配置された矩形状の受け金物41
に螺合される。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of a receiving structure for a cement molded plate according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is an exploded perspective view showing a receiving structure for a cement molded plate according to the present invention. A hollow portion 33 is formed in the extrusion molded cement plate (cement molded plate) 31.
Further, a mounting hole 34 that penetrates the hollow portion 33 is formed on the back surface of the cement molded plate 31. A bolt 39 penetrating a Z-shaped clamp fitting 37 is inserted into the mounting hole 34, and the bolt 39 is a rectangular bracket 41 arranged in the hollow portion 33.
Screwed.

【0007】受け金物41の基板部43中央部にはボル
ト39と螺合される雌ねじ部45が形成される。中空部
33に挿入された受け金物41は、ボルト39が回動さ
れた際、中空部33の隔壁47に当接して自転が規制さ
れる。受け金物41のセメント成形板31との当接面に
は受け金物41と略同一外形の弾性材(例えば、ゴム
板、軟質樹脂など)49が接着されている。ゴム板49
は、例えば、1mm程度の厚みのものが使用される。ゴ
ム板49の中央部には雌ねじ部45と同心円状の穴51
が形成され、穴51は内径が雌ねじ部45より大きくな
っている。穴51からは、基板部43の表面が雌ねじ部
45の周囲で露出される。従って、穴51にボルト39
が螺合された状態では、ボルト39の周囲に、円環状の
空間(以下、「バリ収容空間」という)52が形成され
ることとなる。
A female screw portion 45 to be screwed with the bolt 39 is formed in the central portion of the base plate portion 43 of the receiving member 41. When the bolt 39 is rotated, the bracket 41 inserted in the hollow portion 33 comes into contact with the partition wall 47 of the hollow portion 33 and its rotation is restricted. An elastic material (for example, a rubber plate, a soft resin or the like) 49 having substantially the same outer shape as that of the receiving metal 41 is adhered to the contact surface of the receiving metal 41 with the cement molding plate 31. Rubber plate 49
For example, those having a thickness of about 1 mm are used. A hole 51 that is concentric with the female screw portion 45 is formed in the center of the rubber plate 49.
Is formed, and the inner diameter of the hole 51 is larger than that of the female screw portion 45. The surface of the substrate portion 43 is exposed around the female screw portion 45 through the hole 51. Therefore, the bolt 39
In the state in which is screwed, an annular space 52 (hereinafter, referred to as “burr housing space”) 52 is formed around the bolt 39.

【0008】ボルト39の挿通されたクランプ金具37
は、ボルト39がこの受け金物41に螺合されることに
より、セメント成形板31の背面に固定される。なお、
セメント成形板31の背面に固定されたクランプ金具3
7は、図示しない躯体側のアングル材をセメント成形板
31の背面とで挟持することで、セメント成形板31を
躯体側へ取付け固定する。
Clamp metal fitting 37 with bolt 39 inserted
The bolt 39 is fixed to the back surface of the cement molded plate 31 by screwing the bolt 39 into the receiving member 41. In addition,
Clamp metal fitting 3 fixed to the back surface of the cement molding plate 31
7 fixes and fixes the cement molding plate 31 to the body side by sandwiching an unillustrated frame side angle member with the back surface of the cement molding plate 31.

【0009】上述の受け金物41を用いた受け構造の作
用を図2に基づき説明する。図2は本発明による受け構
造の種々の受け面状態における作用を説明する図であ
る。クランプ金具37を貫通したボルト39がセメント
成形板31の背面から取付穴34に挿入され、セメント
成形板31の中空部33に配置された受け金物41に螺
合され、ボルト39が締め付けられると、クランプ金具
37がセメント成形板31の背面に固定されることとな
る。
The operation of the receiving structure using the above-mentioned receiving member 41 will be described with reference to FIG. FIG. 2 is a view for explaining the operation of the receiving structure according to the present invention in various receiving surface states. When the bolt 39 penetrating the clamp metal fitting 37 is inserted into the mounting hole 34 from the back surface of the cement molding plate 31, is screwed into the receiving member 41 arranged in the hollow portion 33 of the cement molding plate 31, and the bolt 39 is tightened, The clamp fitting 37 is fixed to the back surface of the cement molding plate 31.

【0010】この際、図2(a)に示すように、セメン
ト成形板31の受け金物41側の面に凹凸55が生じて
いた場合、ゴム板49が凹凸55を吸収し、受け金物4
1の基板部43がセメント成形板31の凹凸面全体に面
接触することとなる。これにより、点接触状態の場合の
ように、荷重が局所的な接触面に作用することがなく、
亀裂が生じにくくなる。
At this time, as shown in FIG. 2 (a), when the surface of the cement molded plate 31 on the side of the receiving metal 41 has unevenness 55, the rubber plate 49 absorbs the unevenness 55 and the receiving metal 4
The first substrate portion 43 comes into surface contact with the entire concavo-convex surface of the cement molding plate 31. As a result, the load does not act on the local contact surface unlike the case of the point contact state,
Less likely to crack.

【0011】また、図2(b)に示すように、ゴム板4
9が受け金物41のバリ57突出側の面に接着されるこ
とにより、受け金物41がボルト39で螺合された際、
バリ57がセメント成形板31表面に直接当接しなくな
る。これにより、バリ57がセメント成形板31に食い
込み、セメント成形板31に亀裂を生じさせることがな
くなる。
Further, as shown in FIG. 2 (b), the rubber plate 4
9 is adhered to the surface of the receiving member 41 on the protruding side of the burr 57, so that when the receiving member 41 is screwed with the bolt 39,
The burr 57 does not directly contact the surface of the cement molding plate 31. This prevents the burr 57 from biting into the cement forming plate 31 and causing cracks in the cement forming plate 31.

【0012】更に、受け金物41の雌ねじ部45にボル
ト39が螺合された状態では、図2(c)に示すよう
に、取付穴34から突出したセメント成形板31からの
バリ59がゴム板49の穴51内でボルト39の外周に
形成されたバリ収容空間52に収容され、バリ59が直
接受け金物の基板部43に当接しなくなる。これによ
り、受け金物41がセメント成形板31に面接触するこ
ととなり、バリ59のみが当接することによる荷重の集
中がなくなり、セメント成形板31に亀裂が生じにくく
なる。
Further, in the state where the bolt 39 is screwed into the female screw portion 45 of the receiving member 41, as shown in FIG. 2C, the burr 59 from the cement molding plate 31 protruding from the mounting hole 34 has a rubber plate. It is accommodated in the burr accommodating space 52 formed on the outer periphery of the bolt 39 in the hole 51 of 49, and the burr 59 does not directly contact the base plate portion 43 of the receiving metal. As a result, the receiving member 41 comes into surface contact with the cement molding plate 31, the load is not concentrated due to only the burr 59 contacting, and cracks are less likely to occur in the cement molding plate 31.

【0013】このように、上述のセメント成形板の受け
構造によれば、ボルト39と螺合される受け金物41に
ゴム板49を接着するとともに、ゴム板49にセメント
成形板31のバリ59が収容されるバリ収容空間52を
形成したので、セメント成形板31の凹凸55、受け金
物41のバリ57、セメント成形板取付穴34のバリ5
9によっても当接状態が不均一となることがなく、集中
荷重が生じなくなり、セメント成形板31の亀裂を防止
することができる。この結果、受け構造の強度を向上さ
せることができる。
As described above, according to the above-described cement molded plate receiving structure, the rubber plate 49 is adhered to the receiving metal member 41 screwed with the bolt 39, and the burr 59 of the cement molded plate 31 is attached to the rubber plate 49. Since the burr accommodating space 52 for accommodating is formed, the unevenness 55 of the cement molding plate 31, the burr 57 of the receiving metal 41, the burr 5 of the cement molding plate mounting hole 34.
Even with 9, the contact state does not become uneven, concentrated load does not occur, and cracks in the cement molded plate 31 can be prevented. As a result, the strength of the receiving structure can be improved.

【0014】次に、本発明によるセメント成形板の受け
構造及び受け金物の他の実施の形態を説明する。図3は
他の実施の形態によるセメント成形板の受け構造を示し
た断面図である。この受け構造では、セメント成形板6
1の中空部63が断面略三角形状の山形となる。セメン
ト成形板61の背面には中空部63に貫通する取付穴6
4が穿設され、取付穴64は中空部63の頂上部で開口
する。受け金物65は、くの字形状に折曲された板材
で、両側の折曲片65a、65bが中空部63左右の傾
斜内壁面63a、63bに当接されるようになってい
る。また、受け金物65の中央部には貫通穴67が穿設
され、貫通穴67にはボルト69が挿通される。
Next, another embodiment of the receiving structure for a cement molded plate and the receiving metal article according to the present invention will be described. FIG. 3 is a sectional view showing a receiving structure for a cement molded plate according to another embodiment. In this receiving structure, the cement molding plate 6
The hollow portion 63 of No. 1 has a mountain shape having a substantially triangular cross section. On the back surface of the cement molding plate 61, a mounting hole 6 that penetrates the hollow portion 63.
4 is bored, and the mounting hole 64 opens at the top of the hollow portion 63. The bracket 65 is a plate member bent in a dogleg shape, and the bent pieces 65a and 65b on both sides are brought into contact with the inclined inner wall surfaces 63a and 63b on the left and right of the hollow portion 63. Further, a through hole 67 is formed in the center of the receiving member 65, and a bolt 69 is inserted into the through hole 67.

【0015】貫通穴67のボルト出口側にはナット71
が固着され、貫通穴67に挿通されたボルト69はナッ
ト71と螺合するようになっている。この受け金物65
においても、左右の折曲片65a、65bにゴム板73
が接合されている。従って、受け金物65は、ゴム板7
3を介して中空部63左右の傾斜内壁面63a、63b
に当接されることとなる。
A nut 71 is provided on the bolt exit side of the through hole 67.
The bolt 69 fixedly attached and inserted into the through hole 67 is screwed with the nut 71. This receipt 65
Also, the left and right bent pieces 65a and 65b are attached to the rubber plate 73.
Are joined. Therefore, the receiving member 65 is the rubber plate 7
The inner wall surfaces 63a, 63b of the hollow portion 63 on the left and right sides
Will be abutted against.

【0016】このように構成されるセメント成形板の受
け構造によれば、上述の受け金物41を用いた受け構造
と同様、セメント成形板61の当接面が凹凸面状となっ
ている場合においても、凹凸がゴム板73に吸収され、
受け金物65の両側の折曲片65a、65bが面接触す
ることとなる。これにより、荷重の集中を回避すること
ができ、亀裂による受け構造の強度低下を防止すること
ができる。
According to the cemented-plate receiving structure constructed as described above, in the case where the abutting surface of the cement-molded plate 61 is uneven as in the case of the receiving structure using the above-mentioned receiving member 41. Also, the unevenness is absorbed by the rubber plate 73,
The bent pieces 65a and 65b on both sides of the receiving member 65 come into surface contact with each other. As a result, it is possible to avoid the concentration of the load and prevent the strength of the receiving structure from being lowered due to cracks.

【0017】また、受け金物65の端部にバリが発生し
ていた場合においても、セメント成形板61と受け金物
65との間にゴム板73が介在するので、受け金物65
のバリが直接セメント成形板61に食い込むことがな
い。
Further, even when burrs are generated at the end of the receiving member 65, the rubber plate 73 is interposed between the cement molding plate 61 and the receiving member 65, so that the receiving member 65
Burr does not cut into the cement molding plate 61 directly.

【0018】更に、この実施の形態による受け構造によ
れば、折曲片65a、65bが中空部63の傾斜内壁面
63a、63bに当接した際、受け金物65の水平板部
65cが中空部63の内部上面63cから離れて配置さ
れるため、内部上面63cと水平板部65cとの間に空
隙75が形成され、仮に取付穴64の出口側にセメント
成形板61のバリ77が膨出した場合であっても、バリ
77が空隙75に収容されることになり、これによって
もバリが当接することによる荷重の集中を回避すること
ができる。
Further, according to the receiving structure of this embodiment, when the bent pieces 65a and 65b contact the inclined inner wall surfaces 63a and 63b of the hollow portion 63, the horizontal plate portion 65c of the receiving member 65 is hollow. Since it is arranged away from the inner upper surface 63c of 63, a gap 75 is formed between the inner upper surface 63c and the horizontal plate portion 65c, and the burr 77 of the cement molding plate 61 bulges out at the exit side of the mounting hole 64. Even in such a case, the burr 77 is housed in the gap 75, which also prevents the concentration of the load due to the contact of the burr.

【0019】[0019]

【発明の効果】以上詳細に説明したように、本発明に係
るセメント成形板の受け構造によれば、ボルトと螺合さ
れる受け金物にゴム板を接着するとともに、ゴム板にセ
メント成形板のバリが収容される穴を形成したので、セ
メント成形板の凹凸、受け金物のバリ、セメント成形板
取付穴のバリによっても当接状態が不均一とならず、集
中荷重によるセメント成形板の亀裂を防止することがで
きる。この結果、受け構造の強度を向上させることがで
きる。
As described in detail above, according to the cement molded plate receiving structure of the present invention, the rubber plate is adhered to the receiving member screwed with the bolt, and the cement molded plate is attached to the rubber plate. Since the hole for accommodating the burr is formed, the contact state does not become uneven due to unevenness of the cement molding plate, burr of the receiving metal, burr of the mounting hole of the cement molding plate, and cracks of the cement molding plate due to concentrated load Can be prevented. As a result, the strength of the receiving structure can be improved.

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

【図1】本発明によるセメント成形板の受け構造を示し
た分解斜視図である。
FIG. 1 is an exploded perspective view showing a receiving structure for a cement molded plate according to the present invention.

【図2】本発明によるセメント成形板の受け構造の種々
の受け面状態における作用を説明する図である。
FIG. 2 is a diagram for explaining the operation of the receiving structure of the cement molded plate according to the present invention in various receiving surface states.

【図3】他の実施の形態によるセメント成形板の受け構
造を示した断面図である。
FIG. 3 is a cross-sectional view showing a receiving structure for a cement molded plate according to another embodiment.

【図4】躯体側とセメント成形板の取り付け構造を示す
断面図である。
FIG. 4 is a cross-sectional view showing an attachment structure of a skeleton side and a cement molded plate.

【図5】従来の受け構造の種々の受け面状態における作
用を説明する図である。
FIG. 5 is a diagram for explaining the operation of the conventional receiving structure in various receiving surface states.

【符号の説明】[Explanation of symbols]

31、61 セメント成形板 33、63 中空部 34、64 取付穴 37 クランプ金具 39、69 ボルト 41、65 受け金物 43 基板部 45 雌ねじ部 49、73 ゴム板 51 穴 59、77 取付穴の縁部から突出するバリ 63a、63b 傾斜内壁面 65a、65b 折曲片 31, 61 Cement molding plate 33, 63 Hollow part 34, 64 Mounting hole 37 Clamp metal fitting 39, 69 Bolt 41, 65 Receiving material 43 Base plate part 45 Female screw part 49, 73 Rubber plate 51 Hole 59, 77 From edge of mounting hole Protruding burrs 63a, 63b Inclined inner wall surfaces 65a, 65b Bent pieces

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 中空部を有するセメント成形板と、 該セメント成形板の外面から前記中空部へ貫通して穿設
される取付穴と、 前記セメント成形板を支持するためのクランプ金具に挿
通され該取付穴に挿入されるボルトと、 該ボルトと螺合する雌ねじ部が基板部に形成されるとと
もに該雌ねじ部と同心円状の穴を有したゴム板がボルト
挿入側の該基板部の面に接着される受け金物とを具備
し、 前記中空部に挿通された前記ボルトを前記雌ねじ部に螺
合することで前記ゴム板を介して前記受け金物を前記中
空部内面に当接することを特徴とするセメント成形板の
受け構造。
1. A cement molding plate having a hollow portion, a mounting hole penetrating from the outer surface of the cement molding plate to the hollow portion, and a clamp fitting for supporting the cement molding plate. A bolt inserted into the mounting hole and a female screw portion to be screwed with the bolt are formed on the base plate portion, and a rubber plate having a hole concentric with the female screw portion is formed on the surface of the base plate portion on the bolt insertion side. A receiving member to be bonded, wherein the bolt inserted into the hollow portion is screwed into the female screw portion to bring the receiving member into contact with the inner surface of the hollow portion via the rubber plate. Cement molded plate receiving structure.
【請求項2】 前記ゴム板に穿設される穴が、前記取付
穴の縁部から突出するバリを収容する目的で前記雌ねじ
部より大きく形成されていることを特徴とする請求項1
記載のセメント成形板の受け構造。
2. The hole formed in the rubber plate is formed larger than the female screw portion for the purpose of accommodating a burr protruding from an edge portion of the mounting hole.
The receiving structure for the cement molded plate described.
【請求項3】 前記中空部を断面略三角形状の山形に形
成し、 前記受け金物の左右に該中空部左右の傾斜内壁面に当接
する一対の折曲片を形成し、 前記ゴム板を該左右の折曲片に接着したことを特徴とす
る請求項1記載のセメント成形板の受け構造。
3. The hollow portion is formed in a mountain shape having a substantially triangular cross-section, and a pair of bent pieces are formed on the left and right sides of the receiving member so as to be in contact with inclined inner wall surfaces of the hollow portion. The receiving structure for a cement molded plate according to claim 1, wherein the receiving structure is adhered to the left and right bent pieces.
JP21310395A 1995-08-22 1995-08-22 Receiving structure of cement molding board Expired - Lifetime JP3378702B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21310395A JP3378702B2 (en) 1995-08-22 1995-08-22 Receiving structure of cement molding board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21310395A JP3378702B2 (en) 1995-08-22 1995-08-22 Receiving structure of cement molding board

Publications (2)

Publication Number Publication Date
JPH0960191A true JPH0960191A (en) 1997-03-04
JP3378702B2 JP3378702B2 (en) 2003-02-17

Family

ID=16633631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21310395A Expired - Lifetime JP3378702B2 (en) 1995-08-22 1995-08-22 Receiving structure of cement molding board

Country Status (1)

Country Link
JP (1) JP3378702B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000192928A (en) * 1998-12-24 2000-07-11 Nozawa Corp Nut for cement-molded plate
JP2009133107A (en) * 2007-11-30 2009-06-18 Nozawa Corp Mounting structure of extrusion-molded cement plate
JP2011002022A (en) * 2009-06-18 2011-01-06 Kaneshin:Kk Bolt
JP2018031471A (en) * 2016-08-22 2018-03-01 株式会社ノザワ Airtight latch nut for outer wall material and waterproof structure of outer wall material including the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000192928A (en) * 1998-12-24 2000-07-11 Nozawa Corp Nut for cement-molded plate
JP2009133107A (en) * 2007-11-30 2009-06-18 Nozawa Corp Mounting structure of extrusion-molded cement plate
JP2011002022A (en) * 2009-06-18 2011-01-06 Kaneshin:Kk Bolt
JP2018031471A (en) * 2016-08-22 2018-03-01 株式会社ノザワ Airtight latch nut for outer wall material and waterproof structure of outer wall material including the same

Also Published As

Publication number Publication date
JP3378702B2 (en) 2003-02-17

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