JPH08232395A - Composite-panel buiding material - Google Patents

Composite-panel buiding material

Info

Publication number
JPH08232395A
JPH08232395A JP7037351A JP3735195A JPH08232395A JP H08232395 A JPH08232395 A JP H08232395A JP 7037351 A JP7037351 A JP 7037351A JP 3735195 A JP3735195 A JP 3735195A JP H08232395 A JPH08232395 A JP H08232395A
Authority
JP
Japan
Prior art keywords
concrete
outer frame
composite panel
building material
side plate
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
JP7037351A
Other languages
Japanese (ja)
Other versions
JP2786828B2 (en
Inventor
Hidejiro Maruyama
秀次郎 丸山
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.)
SOUFUKU KOKI KK
Original Assignee
SOUFUKU KOKI 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 SOUFUKU KOKI KK filed Critical SOUFUKU KOKI KK
Priority to JP7037351A priority Critical patent/JP2786828B2/en
Publication of JPH08232395A publication Critical patent/JPH08232395A/en
Application granted granted Critical
Publication of JP2786828B2 publication Critical patent/JP2786828B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE: To prevent the burr and bulging of an edging section from occurring without thickening the wall of a skin frame material containing a side plate and the edging section. CONSTITUTION: In a composite-panel building-material having a skin frame material 2, in which the periphery of a bottom plate 5 is surrounded by a side plate 6 projected to the surface side of the bottom plate 5 and which is made of a metal, and concrete 3 filled up to the projecting height of the side plate 6 into the skin frame material 2 and cured and hardened, an edging section 9 projected to the inside of the frame of the skin frame material 6 is formed at the projecting end of the side plate 6. The edging section 9 is displaced to the bottom plate 5 side so that a free end 11 on the inside of the frame is buried into concrete 3.

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、金属製の外皮枠材と一
体化されたコンクリートよりなる複合パネル建材に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite panel building material made of concrete integrated with a metal outer frame material.

【0002】[0002]

【従来の技術】建造物の床、外壁、屋根や架設床等の構
成部材として、気泡コンクリートを養生硬化してなるA
LC板が広く採用されている。かかる気泡コンクリート
よりなるALC板は、吸水性が高くかつ端部が脆くて欠
けやすいので、金属板で気泡コンクリートを取り囲むこ
とによってこれを補強した複合パネル建材とする場合が
ある。
2. Description of the Related Art A is made by curing and curing cellular concrete as a structural member such as a building floor, outer wall, roof or erected floor.
LC plates are widely used. Since an ALC plate made of such a cellular concrete has high water absorption and its edges are brittle and easily chipped, it may be a composite panel building material in which the cellular concrete is reinforced by surrounding the cellular concrete.

【0003】従来、かかる複合パネル建材としては、底
板の周縁をその表面側へ突出する側板で取り囲んでなる
金属製の外皮枠材の内部に、側板の突出高さまでコンク
リートを充填し、この充填されたコンクリートを養生硬
化することによって製造されるものがある(例えば、実
公平3−30489号公報参照)。
Conventionally, as such a composite panel building material, concrete is filled up to the projecting height of the side plate inside a metal outer frame material which surrounds the peripheral edge of the bottom plate with the side plate projecting to the surface side, and this filling is performed. There is one manufactured by curing and curing concrete (for example, see Japanese Utility Model Publication No. 3-30489).

【0004】[0004]

【発明が解決しようとする課題】上記公報に記載の複合
パネル建材では、その外周縁を構成する側板の突出端が
自由端のままで何ら処理されていないので、側板の突出
端側におけるコンクリートの補強は依然として完全なも
のとはいえず、外皮枠材内のコンクリートが側板の突出
端側から欠けることが多い。
In the composite panel building material described in the above publication, since the protruding end of the side plate constituting the outer peripheral edge of the composite plate remains a free end and is not treated at all, the concrete on the protruding end side of the side plate is Reinforcement is still not perfect, and the concrete in the outer frame is often chipped from the protruding end of the side plate.

【0005】そこで、側板の突出端側からコンクリート
が欠けるのを防止すべく、側板の突出端に外皮枠材の枠
内側へ突出する縁取り部を設けて当該側板を断面逆L字
状に形成することが考えられる。しかし、単に側板を断
面逆L字状にして縁取り部を形成するだけでは、建材の
搬送時における擦れによって縁取り部の枠内側の自由端
が捲れ上がったり、施工後の熱応力や組立応力によって
縁取り部が全体に膨れ上がることがある。
Therefore, in order to prevent the concrete from chipping from the projecting end side of the side plate, the projecting end of the side plate is provided with an edging portion projecting to the inside of the outer frame member to form the side plate in an inverted L-shape in cross section. It is possible. However, if the side plate is simply formed into the inverted L-shape in cross section to form the edging portion, the free end inside the frame of the edging portion is rolled up due to rubbing during the transportation of the building material, or the edging portion is caused by thermal stress or assembly stress after the construction. May swell overall.

【0006】このような縁取り部の捲れや膨れ上がりが
生じた場合、当該縁取り部とコンクリートとの間にでき
た間隙に水分が滞留してコンクリートや外皮枠材を劣化
させ、当該複合パネル建材の耐久性を低下させるととも
に、当該複合パネル建材を床板として使用する場合には
膨出した縁取り部によって足を引っ掛ける等の不都合が
生じうる。
[0006] When such curling or bulging of the edging portion occurs, moisture stays in the gap formed between the edging portion and concrete to deteriorate the concrete or the outer frame material, and In addition to reducing durability, when the composite panel building material is used as a floor board, inconveniences such as catching a foot by the bulging edging portion may occur.

【0007】一方、これを解決するには、側板や縁取り
部を厚肉にしてその変形を防止することが考えられる
が、これでは当該複合パネル建材の重量が過大となると
ともに材料コストも高くなる。本発明は、このような実
情に鑑み、金属製の外皮枠材に縁取り部が形成されてい
る複合パネル建材において、側板や縁取り部を含む外皮
枠材を厚肉にしなくても縁取り部の捲れや膨出を防止で
きるようにすることを目的とする。
On the other hand, in order to solve this, it is conceivable to make the side plate and the edging portion thick so as to prevent the deformation, but this increases the weight of the composite panel building material and raises the material cost. . In view of such a situation, the present invention is a composite panel building material in which an edge portion is formed on a metal outer frame material, and the outer edge frame material including the side plate and the edge portion is not thickened, and the edge portion is rolled. The purpose is to be able to prevent bulging.

【0008】[0008]

【課題を解決するための手段】上記目的を達成すべく、
本発明は次の技術的手段を講じた。即ち、本発明は、底
板の周縁をその表面側へ突出する側板で取り囲んでなる
金属製の外皮枠材と、この外皮枠材内に前記側板の突出
高さまで充填されかつ養生硬化されたコンクリートとを
備えている複合パネル建材において、前記側板の突出端
に前記外皮枠材の枠内側へ突出する縁取り部が形成さ
れ、この縁取り部は、その枠内側の自由端が前記コンク
リート内に埋入されるように前記底板側に変位されてい
ることを特徴とする(請求項1)。
In order to achieve the above object,
The present invention has taken the following technical means. That is, the present invention is a metal outer frame member that surrounds the peripheral edge of the bottom plate with a side plate protruding to the surface side, and concrete that is filled and cured to the protruding height of the side plate in the outer frame member. In the composite panel building material including, a edging portion protruding toward the inside of the outer frame material is formed at the protruding end of the side plate, and the edging portion has a free end inside the frame embedded in the concrete. It is displaced to the side of the bottom plate as described above (Claim 1).

【0009】この場合、後述の理由により、縁取り部の
自由端に、コンクリートの内部に埋設される鉄筋の端部
を固着することが好ましい(請求項2)。また、底板の
中途部を外皮枠材の内部側へ凹ませることにより同外皮
枠材の外側に開口する凹溝を形成し、この凹溝の奥側を
取付ボルトの頭部を収納できる収納部とし、かつ、この
凹溝の開口側を前記取付ボルトの軸部は通過できるが同
ボルトの頭部は通過できない幅狭部とすることができる
(請求項3)。
In this case, it is preferable to fix the end of the reinforcing bar embedded in the concrete to the free end of the edging portion for the reason described later (claim 2). In addition, a recessed groove that opens to the outside of the outer frame material is formed by recessing the middle part of the bottom plate toward the inner side of the outer frame material, and the back side of this groove can store the head of the mounting bolt. Further, the opening side of the groove may be a narrow portion through which the shaft portion of the mounting bolt can pass but the head portion of the bolt cannot pass (claim 3).

【0010】[0010]

【作用】本発明では、縁取り部9の枠内側の自由端11
がコンクリート3内に埋入されるので、縁取り部3の自
由端11が上方へ捲れ上がったり、縁取り部9全体が上
方へ膨れ上がるのを有効に防止できる。一方、請求項2
に記載の発明では、縁取り部9のが鉄筋4の取付部とし
ても機能し、外皮枠材2内に新たに鉄筋4の取付台を設
ける必要がなくなるか若しくはその数を大幅に減少でき
る。
In the present invention, the free end 11 of the edging portion 9 inside the frame is provided.
Since it is embedded in the concrete 3, it is possible to effectively prevent the free end 11 of the edging portion 3 from being rolled up and the edging portion 9 as a whole to be bulged upward. On the other hand, claim 2
In the invention described in (1), the edging portion 9 also functions as a mounting portion for the reinforcing bars 4, and it is not necessary to newly provide a mounting base for the reinforcing bars 4 in the outer frame member 2, or the number thereof can be significantly reduced.

【0011】また、請求項3に記載の発明では、凹溝1
2の奥側を取付ボルト14の頭部15の収納部16と
し、かつ、凹溝12の開口側を取付ボルト14の軸部1
7は通過できるが頭部15は通過できない幅狭部18と
しているので、当該取付ボルト14を、その軸部17を
外皮枠材2の裏面から突出させた状態で凹溝12にスラ
イド自在に収納できる。
In the invention according to claim 3, the concave groove 1 is provided.
The back side of 2 is used as a housing portion 16 for the head portion 15 of the mounting bolt 14, and the opening side of the concave groove 12 is used for the shaft portion 1 of the mounting bolt 14.
7 is a narrow portion 18 through which the head portion 15 cannot pass, but the mounting bolt 14 is slidably accommodated in the groove 12 with the shaft portion 17 of the mounting bolt 14 protruding from the back surface of the outer frame member 2. it can.

【0012】[0012]

【実施例】以下、図面に基づいて本発明の実施例を説明
する。図1及び図2に示すように、本実施例に係る複合
パネル建材1は、比較的薄肉の鋼板よりなる外皮枠材2
と、この枠材2内に充填されて硬化されるコンクリート
3と、このコンクリート3内に埋設されるメッシュ鉄筋
4とから構成されている。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2, a composite panel building material 1 according to the present embodiment includes an outer frame member 2 made of a relatively thin steel plate.
And a concrete 3 filled in the frame material 2 and hardened, and a mesh rebar 4 embedded in the concrete 3.

【0013】外皮枠材2は、一枚の鋼板をプレス成形等
によって図2に示す所定形状に屈曲形成してなり、平面
視長方形状の底板5と、この底板5の四周縁から表面側
(図2の上側)へ突出する側板6とを備えている。各側
板6は底板5に対してほぼ垂直に屈曲されていて、外皮
枠材2内のコンクリート3は各側板6の突出高さいっぱ
いまで充填されている。
The outer frame member 2 is formed by bending a single steel plate into a predetermined shape as shown in FIG. 2 by press molding or the like, and has a bottom plate 5 having a rectangular shape in plan view and four peripheral edges of the bottom plate 5 on the front surface side ( It has a side plate 6 protruding upward (in FIG. 2). Each side plate 6 is bent substantially perpendicularly to the bottom plate 5, and the concrete 3 in the outer frame member 2 is filled to the maximum of the protruding height of each side plate 6.

【0014】上記外皮枠材2は、その内部に打設される
コンクリート3が未硬化の際にはその捨て型枠として機
能し、打設されたコンクリート3が養生硬化した後は、
当該コンクリート3の引っ張り強度を向上しかつその端
部の欠けを防止するための補強部材として機能する。特
に、軽量化のために外皮枠材2内に充填するコンクリー
ト3として気泡コンクリート(ALC)を採用する場合
には、その気泡コンクリートが吸水性が高くしかも端部
が脆くて欠けやすいことから、当該外皮枠材2によって
コンクリート3を被覆する意義が大きい。
The outer frame material 2 functions as a discard form when the concrete 3 cast therein is uncured, and after the cast concrete 3 is cured,
It functions as a reinforcing member for improving the tensile strength of the concrete 3 and preventing chipping of its end. In particular, when aerated concrete (ALC) is used as the concrete 3 to be filled in the outer frame material 2 for weight reduction, the aerated concrete has high water absorbency and the edges are fragile and easily chipped. It is significant to cover the concrete 3 with the outer frame material 2.

【0015】外皮枠材2の周縁を構成する四つの側板6
のうち、幅方向右側の側板6Rの上下中央部には、断面
コ字状の嵌合突条7が長手方向に沿って延設されてお
り、他方、幅方向左側の側板6Lの上下中央部には、そ
の嵌合突条7が嵌まり込む嵌合凹溝8が長手方向に沿っ
て延設されている。このため、図1に示すように、一方
の複合パネル建材1の嵌合凹溝8にもう一方の複合パネ
ル建材1の嵌合突条7を嵌合することにより、幅方向で
隣り合う複合パネル建材1,1同士を互いに面一に接合
することができる。
Four side plates 6 forming the peripheral edge of the outer frame member 2
Of these, a fitting protrusion 7 having a U-shaped cross section is provided along the longitudinal direction at the upper and lower central portions of the side plate 6R on the right side in the width direction, and on the other hand, a central portion on the upper and lower sides of the side plate 6L on the left side in the width direction is provided. The fitting recessed groove 8 into which the fitting protrusion 7 is fitted is extended along the longitudinal direction. Therefore, as shown in FIG. 1, by fitting the fitting protrusions 7 of the other composite panel building material 1 into the fitting recessed grooves 8 of the one composite panel building material 1, the composite panels adjacent in the width direction are fitted. The building materials 1 and 1 can be joined flush with each other.

【0016】なお、図4に示すように、外皮枠材2の長
手方向両端の側板6Eは、上記突条7や凹溝8のない面
一状に形成されている。各側板6の突出端(図2の上
端)には、当該外皮枠材2の枠内側へ突出する縁取り部
9が屈曲形成されている。この縁取り部9は、根元が側
板6に対してほぼ垂直に屈曲されているとともに、枠内
側の端部を底板5に向かって下方へ屈曲された垂下部1
0を備えており、この垂下部10を介して当該縁取り部
9の自由端11をコンクリート3内に埋入するようにし
ている。
As shown in FIG. 4, the side plates 6E at both longitudinal ends of the outer frame member 2 are formed in the same plane without the protrusions 7 and the concave grooves 8. At the projecting end (upper end in FIG. 2) of each side plate 6, an edging portion 9 projecting inside the outer frame member 2 is bent and formed. The edge of the edging portion 9 is bent substantially perpendicularly to the side plate 6, and the end portion inside the frame is bent downward toward the bottom plate 5.
0, and the free end 11 of the edging portion 9 is embedded in the concrete 3 through the hanging portion 10.

【0017】このように、当該縁取り部9はその枠内側
の垂下部10の部分においてコンクリート3内に埋入さ
れるので、当該複合パネル建材1の搬送時等に縁取り部
3が擦られても、縁取り部3の自由端11が上方へ捲れ
上がるのを未然に防止できる。また、施工後の熱応力や
繰り返し応力によって側板6がコンクリート3から離れ
る方向に変形しようとしても、縁取り部9の垂下部10
がコンクリート3に食い込んでいるのでそのような変形
が生じることはなく、このため、縁取り部9が全体的に
上方へ膨れ上がることもない。
As described above, since the edging portion 9 is embedded in the concrete 3 in the portion of the hanging portion 10 inside the frame, even if the edging portion 3 is rubbed when the composite panel building material 1 is conveyed. It is possible to prevent the free end 11 of the edging portion 3 from rolling up. Further, even if the side plate 6 is deformed in the direction away from the concrete 3 due to thermal stress or repeated stress after construction, the hanging portion 10 of the edging portion 9
Does not cause such deformation because it bites into the concrete 3, and therefore the edging portion 9 does not bulge upward as a whole.

【0018】更に、本実施例の場合、底板5の端部、側
板6及び縁取り部9とその垂下部10とによって、外皮
部材2の外周端部に断面ほぼC字状のフレーム断面構造
が構成されるので、複合パネル建材1の端部の曲げ強度
が大幅に向上するという利点もある。前記メッシュ鉄筋
4は、コンクリート3内に埋設されてその引っ張り強度
を向上させるもので、鋼製の線材を一定ピッチで格子状
に枠組みしてなり、その端部を上記垂下部10の下端
(縁取り部9の自由端11)に溶着することによって複
合パネル建材1のやや表面よりに配置されている。
Further, in the case of this embodiment, the end portion of the bottom plate 5, the side plate 6, the edging portion 9 and the hanging portion 10 thereof constitute a frame cross-section structure having a substantially C-shaped cross section at the outer peripheral end portion of the outer cover member 2. Therefore, there is also an advantage that the bending strength of the end portion of the composite panel building material 1 is significantly improved. The mesh rebar 4 is embedded in the concrete 3 to improve its tensile strength, and is made of steel wire rods framed in a grid pattern at a constant pitch, the end of which is the lower end of the hanging part 10 (rimming). It is arranged slightly above the surface of the composite panel building material 1 by being welded to the free end 11) of the part 9.

【0019】従って、この場合、縁取り部9の垂下部1
0がメッシュ鉄筋4の取付部としても機能するので、外
皮枠材2内に新たにメッシュ鉄筋4の取付台を設ける必
要がなくなるか若しくはその数を大幅に減少でき、当該
鉄筋4の取付に際する作業手間が低減される。図2及び
図3に示すように、前記底板5の幅方向中途部には、同
底板5を外皮枠材2の内部側へ凹ませることにより下方
に開口する凹溝12が形成されている。この凹溝12は
底板5の幅方向中央と左右両側の三箇所に形成され、こ
の各凹溝12はいずれも外皮枠材2の長手方向両端に渡
って延設されている。
Therefore, in this case, the hanging portion 1 of the edging portion 9
Since 0 also functions as a mounting portion for the mesh rebar 4, it is not necessary to provide a new mounting base for the mesh rebar 4 in the outer frame member 2 or the number thereof can be significantly reduced. The labor required to perform the work is reduced. As shown in FIGS. 2 and 3, a recessed groove 12 that opens downward by recessing the bottom plate 5 toward the inside of the outer frame member 2 is formed in the widthwise middle portion of the bottom plate 5. The recessed grooves 12 are formed at three positions in the center of the bottom plate 5 in the width direction and on both left and right sides, and each of the recessed grooves 12 extends across both ends in the longitudinal direction of the outer frame member 2.

【0020】また、底板5における各凹溝12の間に
は、外皮枠材2の内部側に膨出した幅方向に長い補強リ
ブ13が底板5の長手方向に一定ピッチで形成されてお
り、これにより、複合パネル建材1の幅方向における曲
げ強度を向上させるともにコンクリート3の外皮枠材2
に対する横ずれを防止している。上記の各凹溝12は断
面視ほぼT字状に形成されており、当該凹溝12の奥側
は、複合パネル建材1を梁等に取り付けるための取付ボ
ルト14の頭部15を収納できる収納部16とされてお
り、かつ、当該凹溝12の開口側は、その取付ボルト1
4の軸部17は通過できるが同ボルト14の頭部15は
通過できない幅狭部18とされている。
Reinforcing ribs 13 bulging inward of the outer frame member 2 and extending in the width direction are formed between the concave grooves 12 in the bottom plate 5 at a constant pitch in the longitudinal direction of the bottom plate 5. Thereby, the bending strength in the width direction of the composite panel building material 1 is improved, and the outer frame material 2 of the concrete 3 is used.
To prevent lateral slippage. Each of the above-mentioned recessed grooves 12 is formed in a substantially T-shape in cross section, and the back side of the recessed grooves 12 is a storage space capable of storing a head portion 15 of a mounting bolt 14 for mounting the composite panel building material 1 on a beam or the like. Part 16 and the opening side of the concave groove 12 has the mounting bolt 1
The shaft portion 17 of No. 4 is a narrow portion 18 through which the head portion 15 of the bolt 14 cannot pass.

【0021】取付ボルト14は、その軸部17が外皮枠
材2の裏面から突出するように頭部15が凹溝12の収
納部16に収納されており、これにより、当該取付ボル
ト14は外皮枠材2の長手方向に沿ってスライド自在に
凹溝12に係合される。なお、取付ボルト14の軸部1
7は正方形のワッシャ19に挿通され、このワッシャ1
9は頭部15とともに収納部16内に収納されて取付ボ
ルト14の凹溝12に対するスライドを容易にしてい
る。
The head portion 15 of the mounting bolt 14 is housed in the housing portion 16 of the concave groove 12 so that the shaft portion 17 of the mounting bolt 14 projects from the back surface of the outer frame member 2. The groove 12 is slidably engaged with the groove 12 along the longitudinal direction of the frame member 2. The shaft portion 1 of the mounting bolt 14
7 is inserted into a square washer 19, and this washer 1
9 is accommodated in the accommodating portion 16 together with the head portion 15 to facilitate the sliding of the mounting bolt 14 into the concave groove 12.

【0022】図5及び図6は、上記凹溝12を有する複
合パネル建材1を床材として使用した場合の取付構造を
示しており、いずれも、H形鋼よりなる梁材20のフラ
ンジ部21に複合パネル建材1の長手方向端部が上載さ
れている。このうち、図5では、複合パネル建材1の長
手方向端部下面に当接した取付ステー22で梁材20の
フランジ部21を挟み込み、この取付ステー22を貫通
する取付ボルト14の軸部17に螺合したナット23を
締め付けることにより、複合パネル建材1を梁材20に
固定している。
5 and 6 show a mounting structure when the composite panel building material 1 having the groove 12 is used as a floor material, both of which are flange portions 21 of a beam material 20 made of H-shaped steel. The longitudinal end portion of the composite panel building material 1 is placed on. Of these, in FIG. 5, the flange portion 21 of the beam member 20 is sandwiched by the mounting stays 22 that are in contact with the lower surface of the longitudinal end portion of the composite panel building material 1, and the shaft portions 17 of the mounting bolts 14 that penetrate the mounting stays 22 are attached to the shaft portions 17. The composite panel building material 1 is fixed to the beam member 20 by tightening the screwed nut 23.

【0023】他方、図6では、梁材20のフランジ部2
1自体を貫通する取付ボルト14の軸部17にナット2
3を螺合して締め付けることにより、複合パネル建材1
を梁材20に固定している。このように、いかなる取付
構造を採用するかによって複合パネル建材1の梁材20
に対する取付位置が異なることになるが、本実施例で
は、取付ボルト14がその軸部17を外皮枠材2の裏面
から突出させた状態で凹溝12にスライド自在に収納さ
れているので、取付ボルト14を凹溝12に沿ってスラ
イドさせるだけでいずれの取付構造にも対処できる。
On the other hand, in FIG. 6, the flange portion 2 of the beam member 20 is shown.
The nut 2 is attached to the shaft portion 17 of the mounting bolt 14 penetrating the 1 itself.
Composite panel building material 1 by screwing 3 together and tightening
Are fixed to the beam member 20. In this way, the beam member 20 of the composite panel building material 1 depends on which mounting structure is adopted.
However, in this embodiment, the mounting bolt 14 is slidably housed in the groove 12 with its shaft portion 17 protruding from the back surface of the outer frame member 2, Any mounting structure can be dealt with by simply sliding the bolt 14 along the groove 12.

【0024】また、凹溝12は外皮枠材2の内部側から
見れば補強リブとしても機能し、このため、複合パネル
建材1の長手方向の曲げ強度が向上されるとともに、外
皮枠材2の内部側に突出しているので、その分だけ内部
に充填すべきコンクリート3量が減少し、建材1の軽量
化と低コスト化を図ることができる。なお、本発明は上
記実施例に限定されるものではなく、特に、縁取り部9
の形状については、例えば図7や図8に示すように種々
に変更が可能である。
Further, the concave groove 12 also functions as a reinforcing rib when viewed from the inside of the outer frame member 2, so that the bending strength in the longitudinal direction of the composite panel building material 1 is improved and the outer frame member 2 of the outer frame member 2 is improved. Since it projects to the inside, the amount of concrete 3 to be filled inside is reduced by that amount, and the weight and cost of the building material 1 can be reduced. The present invention is not limited to the above embodiment, and in particular, the edging portion 9
The shape of can be variously changed as shown in FIGS. 7 and 8, for example.

【0025】このうち、図7に示す縁取り部9は、枠内
側(同図の左側)へ向かうに従って下方へ湾曲されてお
り、このように縁取り部9の枠内側を湾曲することによ
って自由端11をコンクリートに埋入させることもでき
る。また、図8に示す縁取り部9は、ほぼその根元から
下方へ傾斜するように屈曲されており、このように縁取
り部9の根元を屈曲してその自由端11をコンクリート
に埋入させてもよい。
Of these, the edging portion 9 shown in FIG. 7 is curved downward toward the inside of the frame (left side in the figure), and by bending the inside of the edging portion 9 in this manner, the free end 11 is formed. Can also be embedded in concrete. Further, the edging portion 9 shown in FIG. 8 is bent so as to incline downward from the root thereof, and thus even if the base of the edging portion 9 is bent and the free end 11 thereof is embedded in concrete. Good.

【0026】更に、外皮枠材2は鋼板のほかアルミ板や
ブリキ板等の種々の金属板で構成でき、外皮枠材2内に
は、メッシュ鉄筋4ではなく通常の直棒状の鉄筋を配筋
することもできる。また、本発明の複合パネル建材1は
床材の構成部材だけでなく、その他、外壁、屋根や架設
床等の建造物の構成部材として広く採用することができ
る。
Further, the outer skin frame member 2 can be composed of various metal plates such as an aluminum plate and a tin plate in addition to a steel plate. Inside the outer skin frame member 2, not a mesh reinforcing bar 4 but a normal straight bar-shaped reinforcing bar is arranged. You can also do it. Further, the composite panel building material 1 of the present invention can be widely used not only as a constituent member of a flooring material but also as a constituent member of a building such as an outer wall, a roof or an erected floor.

【0027】[0027]

【発明の効果】以上説明したように、本発明によれば、
縁取り部3の自由端11が上方へ捲れ上がったり、縁取
り部9全体が上方へ膨れ上がるのを有効に防止できるの
で、縁取り部とコンクリートとの間に水分が滞留せず、
複合パネル建材の耐久性を向上できるとともに、膨出し
た縁取り部9によって足を引っ掛ける等の不都合を回避
できる。
As described above, according to the present invention,
Since it is possible to effectively prevent the free end 11 of the edging portion 3 from rolling up and the edging portion 9 as a whole to bulge upward, moisture does not stay between the edging portion and the concrete.
It is possible to improve the durability of the composite panel building material and avoid inconveniences such as catching a foot due to the bulged edging portion 9.

【0028】また、請求項2に記載の発明によれば、外
皮枠材2内に新たに鉄筋4の取付台を設ける必要がなく
なるか若しくはその数を大幅に減少できるので、鉄筋4
の取付に際する作業手間を低減することができる。更
に、請求項3に記載の発明によれば、軸部17を外皮枠
材2の裏面から突出させた状態で取付ボルト14を凹溝
12に沿ってスライドできるので、当該複合パネル建材
1を梁材20等に対して種々の位置で取り付けられ、そ
の取付作業が簡便になる。
According to the second aspect of the present invention, since it is not necessary to provide a new mounting base for the reinforcing bars 4 in the outer frame member 2 or the number thereof can be significantly reduced, the reinforcing bars 4
It is possible to reduce the labor required for mounting the. Further, according to the invention as set forth in claim 3, the mounting bolt 14 can be slid along the concave groove 12 in a state where the shaft portion 17 is projected from the back surface of the outer frame member 2, so that the composite panel building material 1 is beamed. It is attached to the material 20 or the like at various positions, which simplifies the attachment work.

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

【図1】複合パネル建材の斜視図である。FIG. 1 is a perspective view of a composite panel building material.

【図2】複合パネル建材の横断面図(幅方向断面図)で
ある。
FIG. 2 is a cross-sectional view (cross-sectional view in the width direction) of a composite panel building material.

【図3】複合パネル建材の長手方向端部を拡大した裏面
平面図である。
FIG. 3 is an enlarged back plan view of an end portion in the longitudinal direction of the composite panel building material.

【図4】複合パネル建材の縦断面図(長手方向断面図)
である。
FIG. 4 is a vertical sectional view of a composite panel building material (longitudinal sectional view).
Is.

【図5】複合パネル建材の取付構造を示す側面図であ
る。
FIG. 5 is a side view showing a mounting structure for a composite panel building material.

【図6】複合パネル建材の他の取付構造を示す側面図で
ある。
FIG. 6 is a side view showing another mounting structure of the composite panel building material.

【図7】縁取り部の変形例を示す断面図である。FIG. 7 is a cross-sectional view showing a modified example of the edging portion.

【図8】縁取り部の他の変形例を示す断面図である。FIG. 8 is a cross-sectional view showing another modification of the edging portion.

【符号の説明】[Explanation of symbols]

1 複合パネル建材 2 外皮枠材 3 コンクリート 4 鉄筋(メッシュ鉄筋) 5 底板 6 側板 9 縁取り部 11 自由端 12 凹溝 14 取付ボルト 15 頭部 16 収納部 17 軸部 18 幅狭部 1 Composite Panel Building Material 2 Outer Frame Material 3 Concrete 4 Reinforcing Bar (Mesh Reinforcing Bar) 5 Bottom Plate 6 Side Plate 9 Edged Part 11 Free End 12 Groove 14 Mounting Bolt 15 Head 16 Storage Part 17 Shaft Part 18 Narrow Part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 底板(5)の周縁をその表面側へ突出す
る側板(6)で取り囲んでなる金属製の外皮枠材(2)
と、この外皮枠材(2)内に前記側板(6)の突出高さ
まで充填されかつ養生硬化されたコンクリート(3)と
を備えている複合パネル建材において、 前記側板(6)の突出端に前記外皮枠材(2)の枠内側
へ突出する縁取り部(9)が形成され、この縁取り部
(9)は、その枠内側の自由端(11)が前記コンクリ
ート(3)内に埋入されるように前記底板(5)側に変
位されていることを特徴とする複合パネル建材。
1. A metal outer frame member (2) formed by surrounding a peripheral edge of a bottom plate (5) with a side plate (6) projecting to the surface side thereof.
And a concrete (3) which is filled into the outer frame material (2) up to the protruding height of the side plate (6) and is cured and cured, wherein the protruding end of the side plate (6) is An edging portion (9) protruding into the frame of the outer frame material (2) is formed, and the edging portion (9) has a free end (11) inside the frame embedded in the concrete (3). Composite panel building material characterized in that it is displaced to the side of the bottom plate (5).
【請求項2】 縁取り部(9)の自由端(11)に、コ
ンクリート(3)の内部に埋設される鉄筋(4)の端部
が固着されている請求項1に記載の複合パネル建材。
2. The composite panel building material according to claim 1, wherein the free end (11) of the edging portion (9) is fixed to the end of the reinforcing bar (4) embedded in the concrete (3).
【請求項3】 底板(5)の中途部を外皮枠材(2)の
内部側へ凹ませることにより同外皮枠材(2)の外側に
開口する凹溝(12)が形成され、この凹溝(12)の
奥側が取付ボルト(14)の頭部(15)を収納できる
収納部(16)とされているとともに、この凹溝(1
2)の開口側が前記取付ボルト(14)の軸部(17)
は通過できるが同ボルト(14)の頭部(15)は通過
できない幅狭部(18)とされている請求項1又は2に
記載の複合パネル建材。
3. A recessed groove (12) opening to the outside of the outer frame member (2) is formed by recessing the middle part of the bottom plate (5) toward the inner side of the outer frame member (2). The rear side of the groove (12) is a storage portion (16) capable of storing the head portion (15) of the mounting bolt (14), and the recessed groove (1
The opening side of 2) is the shaft portion (17) of the mounting bolt (14).
The composite panel building material according to claim 1 or 2, wherein a narrow portion (18) through which the head portion (15) of the bolt (14) cannot pass but is through.
JP7037351A 1995-02-24 1995-02-24 Composite panel building materials Expired - Fee Related JP2786828B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7037351A JP2786828B2 (en) 1995-02-24 1995-02-24 Composite panel building materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7037351A JP2786828B2 (en) 1995-02-24 1995-02-24 Composite panel building materials

Publications (2)

Publication Number Publication Date
JPH08232395A true JPH08232395A (en) 1996-09-10
JP2786828B2 JP2786828B2 (en) 1998-08-13

Family

ID=12495149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7037351A Expired - Fee Related JP2786828B2 (en) 1995-02-24 1995-02-24 Composite panel building materials

Country Status (1)

Country Link
JP (1) JP2786828B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348586A (en) * 2005-06-16 2006-12-28 Sekisui House Ltd Slab panel and floor structure
KR20200108958A (en) * 2019-03-11 2020-09-22 백명령 Prefab rack pannel for logistics warehouse including concret

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348586A (en) * 2005-06-16 2006-12-28 Sekisui House Ltd Slab panel and floor structure
JP4517950B2 (en) * 2005-06-16 2010-08-04 積水ハウス株式会社 Slab panel and floor structure
KR20200108958A (en) * 2019-03-11 2020-09-22 백명령 Prefab rack pannel for logistics warehouse including concret

Also Published As

Publication number Publication date
JP2786828B2 (en) 1998-08-13

Similar Documents

Publication Publication Date Title
KR200399026Y1 (en) Reinforcement Structure of Fabricated Water Tank
CA1276807C (en) Reinforcing frame work for constructing reinforced concrete structure
JPH08232395A (en) Composite-panel buiding material
KR200287920Y1 (en) structure for construct of a unit panel
CN107109852B (en) Frame plate type formwork element
JPH11280178A (en) Reinforcing bar construction for wall beam, wall beam construction, and bearing wall construction of building
US4831794A (en) System for forming a sloped surface on a flat roof deck
JP2829696B2 (en) SC wall
JP2000309998A (en) Precast concrete form and structure using the same
KR0129365Y1 (en) Form panel
JP3325175B2 (en) Precast concrete plate joining method
JP2949420B2 (en) PC wrapping reinforcement structure of existing pier and its reinforcement method
JPS6042139Y2 (en) Receiving frame for gutter covers, etc.
JP3231290B2 (en) Wooden decorative formwork
JP2763308B2 (en) Steel reinforced concrete column base
JPH0139291Y2 (en)
JP3197311B2 (en) Concrete cloth foundation
JPS6341458Y2 (en)
KR200209575Y1 (en) a sheathing board
JPS6336102Y2 (en)
JPS6336105Y2 (en)
JPH0270830A (en) Foundation construction of building
KR200316574Y1 (en) Frame structure for soundproof panel
JPS5922172Y2 (en) concrete formwork panel
JPH0727287Y2 (en) ALC outer wall panel

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees