JP2575574Y2 - Building panel reinforcement structure - Google Patents
Building panel reinforcement structureInfo
- Publication number
- JP2575574Y2 JP2575574Y2 JP1992077840U JP7784092U JP2575574Y2 JP 2575574 Y2 JP2575574 Y2 JP 2575574Y2 JP 1992077840 U JP1992077840 U JP 1992077840U JP 7784092 U JP7784092 U JP 7784092U JP 2575574 Y2 JP2575574 Y2 JP 2575574Y2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- reinforcing member
- building
- core material
- reinforcement structure
- 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
Links
- 230000002787 reinforcement Effects 0.000 title claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 41
- 239000011162 core material Substances 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 description 11
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】[Detailed description of the invention]
【0001】[0001]
【産業上の利用分野】本考案は、工業化住宅における建
築用パネルの補強構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for reinforcing a building panel in an industrialized house.
【0002】[0002]
【従来の技術】工業化住宅、特にパネルを箱状に組み立
て、パネルに耐力を持たせて建物を形成していくパネル
工法においては、床、壁、屋根を、複数の単位パネルを
連結して形成するようにしている。2. Description of the Related Art In a panel construction method in which an industrialized house, particularly, a panel is assembled in a box shape and a panel is provided with strength to form a building, a floor, a wall, and a roof are formed by connecting a plurality of unit panels. I am trying to do it.
【0003】この場合、床、壁、屋根等において全ての
パネルを現場で組み立てると、施工に手間どり、工期も
長引き、また精度を上げるためには作業者の熟練を要す
るものであった。[0003] In this case, if all panels are assembled on the floor, wall, roof and the like at the site, it takes much time for construction, the construction period is prolonged, and the skill of the operator is required to improve the accuracy.
【0004】そこで、予め工場で複数枚の単位パネルの
予備組み立てを行い、ある程度大型の建築用パネルを形
成して現場に搬送することにより、工期の短縮および精
度の向上を図り、生産効率を向上させることが行われて
いる。[0004] Therefore, a plurality of unit panels are pre-assembled in a factory in advance, and a large-sized building panel is formed and transported to the site, thereby shortening the construction period and improving accuracy and improving production efficiency. Let it be done.
【0005】[0005]
【考案が解決しようとする課題】しかしながら、工場よ
り搬送したある程度大型の建築用パネルを、現場にてク
レーン等により吊り上げる場合、以下のような問題が生
じた。[Problems to be Solved by the Invention] However, when a large-sized building panel conveyed from a factory is hoisted on site by a crane or the like, the following problems occur.
【0006】例えば屋根パネルや床パネルなどは吊り上
げたまま降ろすことにより、そのまま設置できるように
略水平に吊り上げられるようになっており、これを図4
の屋根パネルの場合を例にとって説明すると、この建築
用屋根パネル10は複数枚の単位パネル20を平面方向
に連結した状態となっており、この建築用屋根パネル1
0の上端部に吊り金物60を取り付け、この吊り金物6
0および建築用屋根パネル10の下端部に吊り具70に
取り付けた吊り治具62、64を引っ掛けて吊り具70
により斜め水平状態で吊り上げるようにしている。この
場合、建築用屋根パネル10が上下方向に長いものとな
っているため、その長手方向における中央部付近に荷重
が集中し、その位置の単位パネル20の接合部50に大
きな荷重がかかり、座屈を起こすことがあった。For example, a roof panel, a floor panel, or the like is lifted and lowered so that it can be lifted substantially horizontally so that it can be installed as it is.
The roof panel for construction 10 will be described as an example. The construction roof panel 10 is in a state in which a plurality of unit panels 20 are connected in a plane direction.
0 is attached to the upper end portion of the hanging hardware 60,
0 and hanging jigs 62 and 64 attached to the hanger 70 at the lower end of the roof panel 10 for building.
It is designed to be lifted in an oblique horizontal state. In this case, since the architectural roof panel 10 is long in the vertical direction, the load concentrates near the center in the longitudinal direction, and a large load is applied to the joint 50 of the unit panel 20 at that position. Sometimes bowed.
【0007】そこで、建築用パネルに補強を施す必要が
あるが、建築用パネル同士の連結部分においては補強部
材が出っ張らないように、補強部材取り付け用の座掘り
を施さなければならず、その形成作業が面倒で、時間が
かかるという問題があった。[0007] Therefore, it is necessary to reinforce the building panels. At the connecting portions of the building panels, it is necessary to perform excavation for attaching the reinforcing members so that the reinforcing members do not protrude. There was a problem that work was troublesome and time-consuming.
【0008】しかも最近、工場段階で建築用パネルに仕
上げ処理を施して建築現場に搬入するプレフィニッシュ
化が進み、仕上げ面を傷付けるような補強構造を施すこ
とができず、その取り付け部位が制約を受けていた。[0008] Recently, pre-finishing, in which building panels are subjected to finishing treatment at the factory stage and carried into a construction site, has been advanced, and a reinforcing structure that damages the finished surface cannot be provided. I was receiving it.
【0009】本考案は、上記問題点を解決することを課
題としてなされたものであり、その目的は、建築用パネ
ルの連結部の機械的強度を向上させ、前記建築用パネル
を水平に吊り上げた場合に座屈を起こさないような、且
つプレフィニッシュ化に対応した建築用パネルの補強構
造を提供することにある。The present invention has been made to solve the above problems, and an object of the present invention is to improve the mechanical strength of a connecting portion of a building panel and to lift the building panel horizontally. An object of the present invention is to provide a reinforcing structure of a building panel which does not cause buckling in a case and which is compatible with prefinishing.
【0010】[0010]
【課題を解決するための手段】前記目的を達成するため
に、請求項1の建築用パネルの補強構造は、方形状に枠
組みした芯材の片面に面材を張り付けて形成した単位パ
ネルを、木口面同士を当接させ、且つ面材同士を隣り合
わせて、複数枚組み合わせた建築用パネルにおいて、少
なくとも中央部付近に位置する単位パネル同士の交差方
向に連続する芯材のうち一方の当接面位置で、他方の芯
材の端部内側面同士を補強部材にて連結したことを特徴
とする。In order to achieve the above-mentioned object, a reinforcing structure for a building panel according to claim 1 comprises a unit panel formed by attaching a face material to one surface of a square framed core material. In a building panel in which a plurality of pieces are combined by bringing the cut edges into contact with each other and the face materials being adjacent to each other, at least one contact face of the core material that is continuous in the intersecting direction of the unit panels located at least near the central portion. At the position, the inner surfaces of the ends of the other core material are connected to each other by a reinforcing member.
【0011】請求項2の考案においては、前記建築用パ
ネルの補強構造において、補強部材取り付け部の芯材に
直交する芯材の、補強部材当接部位を切り欠き、前記切
り欠き部に補強部材を嵌め込むことを特徴とする。According to a second aspect of the present invention, in the reinforcing structure for a building panel, a reinforcing member abutting portion of a core material orthogonal to a core material of a reinforcing member mounting portion is cut out, and a reinforcing member is provided in the cutout portion. Is fitted.
【0012】[0012]
【作用】請求項1の建築用パネルの補強構造において
は、建築用パネルをクレーン等により吊り上げた場合
に、外力の最も加わる中央部付近の単体パネル同士の接
合部が補強されて、前記建築用パネルの機械的強度が向
上する。さらに、補強部材を単位パネルの芯材の内側面
部に取り付けることにより、プレフィニッシュ化に対応
している。In the construction panel reinforcing structure according to the first aspect, when the construction panel is lifted by a crane or the like, the joint between the unit panels near the center where the external force is most applied is reinforced, and the construction panel is reinforced. The mechanical strength of the panel is improved. Further, by attaching a reinforcing member to the inner surface of the core material of the unit panel, it is possible to cope with the pre-finish.
【0013】請求項2の建築用パネルの補強構造におい
ては、プレフィニッシュ化の妨げにならない補強部材の
取り付けが、座掘り等を行うよりも容易に行うことがで
きる。In the reinforcing structure for a building panel according to the second aspect, the mounting of a reinforcing member that does not hinder the pre-finish can be performed more easily than performing digging or the like.
【0014】[0014]
【実施例】以下、図面に基づいて本考案の実施例につい
て詳細に説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings.
【0015】図1は、実施例に係る補強構造を有する建
築用屋根パネル10を裏面側からみた状態を示す平面図
である。FIG. 1 is a plan view showing a state in which a building roof panel 10 having a reinforcing structure according to an embodiment is viewed from the back side.
【0016】建築用屋根パネル10は図1に示すよう
に、4枚の単位パネル20より構成される長方形のパネ
ルである。The architectural roof panel 10 is a rectangular panel composed of four unit panels 20, as shown in FIG.
【0017】単位パネル20は、長方形に枠組みした芯
材30と、片面にはりつけた面材とから成り、4枚の単
位パネル20が、木口面同士を当接させ、面材同士を隣
合わせて、建築用屋根パネル10の短手辺が2枚の単位
パネル20の短手辺32より構成され、建築用屋根パネ
ル10の長手辺が2枚の単位パネル20の長手辺34よ
り構成されるように接合されて、長方形状の建築用屋根
パネル10を形成している。The unit panel 20 is made up of a core material 30 framed in a rectangular shape and a face material glued to one side, and four unit panels 20 are brought into contact with each other, and the face materials are placed next to each other. The short side of the architectural roof panel 10 is constituted by the short sides 32 of the two unit panels 20, and the long side of the architectural roof panel 10 is constituted by the long sides 34 of the two unit panels 20. Joined to form a rectangular architectural roof panel 10.
【0018】補強部材40は、金属製材料、樹脂製材料
等により形成された矩形の板材で、幅は単位パネル20
の木口面の幅より狭い。また、補強部材40の適宜位置
には、補強部材40を建築用屋根パネル10の各芯材3
0に釘打ち等にて取り付けるための取付孔が設けられて
いる。The reinforcing member 40 is a rectangular plate made of a metal material, a resin material, or the like.
It is narrower than the width of the wood. In addition, the reinforcing member 40 is provided at an appropriate position on the reinforcing member 40 with each core material 3 of the building roof panel 10.
A mounting hole for mounting by nailing or the like at 0 is provided.
【0019】次に、補強部材40の取り付け位置につい
て説明する。図2に示すように、補強部材40は建築用
屋根パネル10の長手方向中央部に位置する単位パネル
20同士の交差方向に連続する長手辺34の当接面位置
で、隣り合う単位パネル20の長手辺34の端部同士を
連結して長手辺34の内側面部に、ボンドとビス80に
よって取り付けられている。この時、図3に示すよう
に、補強部材40取り付け位置の長手辺34に直交する
短手辺32の長手辺34と当接する部位に、切り欠き部
36を形成し、前記切り欠き部36に補強部材40を嵌
め込む。Next, the mounting position of the reinforcing member 40 will be described. As shown in FIG. 2, the reinforcing member 40 is located at the contact surface position of the longitudinal side 34 that is continuous in the cross direction between the unit panels 20 located at the longitudinal center portion of the architectural roof panel 10. The ends of the long sides 34 are connected to each other and attached to the inner surface of the long side 34 by a bond and a screw 80. At this time, as shown in FIG. 3, a notch 36 is formed at a position in contact with the long side 34 of the short side 32 orthogonal to the long side 34 at the mounting position of the reinforcing member 40, and the notch 36 is formed in the notch 36. The reinforcing member 40 is fitted.
【0020】建築用屋根パネル10を水平につりあげた
時、荷重がかかり、座屈を起こしやすいのは、長手方向
中央部に位置する単位パネル20の接合面である短手方
向接合部52および短手方向中央部に位置する単位パネ
ル20の接合面である長手方向接合部54であるが、最
も荷重がかかるのは短手方向接合部52である。そこ
で、補強部材40を用いて前記短手方向接合部52を補
強することにより、建築パネル10の機械的強度が向上
し、建築現場における吊り上げ等の際に加わる荷重によ
る座屈を防止することができる。When the architectural roof panel 10 is lifted horizontally, a load is applied and buckling is likely to occur because the short-side joint 52, which is the joint surface of the unit panel 20 located at the center in the longitudinal direction, and the short joint 52 The longitudinal joint 54 is the joint surface of the unit panels 20 located at the center part in the hand direction, and the shortest joint 52 is subjected to the most load. Therefore, by reinforcing the short-side joint portion 52 using the reinforcing member 40, the mechanical strength of the building panel 10 is improved, and it is possible to prevent buckling due to a load applied at the time of lifting or the like at a building site. it can.
【0021】また、補強部材40を、短手辺32を切り
欠いて嵌め込み、長手辺34の内側面部に取り付けるこ
とにより、建築用屋根パネル10の外側を傷付けること
がなく、後に取り外す必要もないので、プレフィニッシ
ュ化に対応することができる。さらに、座掘り等を行う
よりも、比較的容易に補強部材40を取り付けることが
できる。Further, the reinforcing member 40 is notched in the short side 32 and fitted therein, and is attached to the inner surface of the long side 34, so that the outside of the architectural roof panel 10 is not damaged and it is not necessary to remove it later. , Pre-finish. Further, the reinforcing member 40 can be attached relatively easily as compared with digging or the like.
【0022】以上、本考案の一実施例について説明した
が、本考案はこれに限定されるものではなく、本考案の
要旨の範囲内において種々の変形実施が可能である。Although the embodiment of the present invention has been described above, the present invention is not limited to this embodiment, and various modifications can be made within the scope of the present invention.
【0023】例えば、建築用パネルは屋根パネルに限ら
ず、床パネルなど複数枚の単位パネルから成り、平面的
で片面が開放されているものであればよい。For example, the architectural panel is not limited to the roof panel, but may be any one that is composed of a plurality of unit panels such as a floor panel, and is flat and has one open side.
【0024】また補強部材の材質は、金属製や樹脂製以
外でも、木材など建築用パネルを補強できる強度を有す
るものであれば良い。さらに形状も板状に限らず、棒状
など他の形状もとり得る。The material of the reinforcing member is not limited to metal or resin, but may be any material having strength capable of reinforcing the building panel such as wood. Further, the shape is not limited to the plate shape, but may be another shape such as a rod shape.
【0025】補強を行う建築用パネルの長手方向中央部
付近の単位パネル接合部は、本実施例のように建築用パ
ネルが長方形の場合は、長手辺同士での一方向での補強
でよいが、正方形の場合は、かかる荷重に差がないので
中央部を通る交差二方向での補強を行うことが望まし
い。In the unit panel joint portion near the center in the longitudinal direction of the building panel to be reinforced, when the building panel is rectangular as in this embodiment, the longitudinal sides may be reinforced in one direction. In the case of a square, since there is no difference in the load applied, it is desirable to reinforce in two crossing directions passing through the center.
【0026】[0026]
【考案の効果】以上説明したように、請求項1の考案に
おいては、建築用パネルが補強構造を備えることによ
り、機械的強度が向上し、建築現場における吊り上げ等
の際に加わる荷重による座屈を防止することができる。
また、補強部材を芯材の内側面部に取り付けることによ
り、プレフィニッシュ化の妨げにならず、後で取り外す
必要もないので、作業性がよい。As described above, according to the first aspect of the present invention, the building panel is provided with the reinforcing structure, whereby the mechanical strength is improved, and the buckling due to the load applied when the building panel is lifted at the building site. Can be prevented.
In addition, by attaching the reinforcing member to the inner side surface of the core material, pre-finishing is not hindered, and it is not necessary to remove the reinforcing member later.
【0027】請求項2の考案においては、プレフィニッ
シュ化の妨げにならない補強部材の取り付けを、容易に
行うことができる。According to the second aspect of the present invention, it is possible to easily attach the reinforcing member which does not hinder the pre-finish.
【図1】本実施例に係る補強構造を有する建築用屋根パ
ネルを裏面側からみた状態を示す平面図である。FIG. 1 is a plan view showing a state in which a building roof panel having a reinforcing structure according to an embodiment is viewed from a back surface side.
【図2】本実施例に係る建築用屋根パネルの補強構造を
示す部分斜視図である。FIG. 2 is a partial perspective view illustrating a reinforcing structure of a building roof panel according to the present embodiment.
【図3】本実施例に係る補強部材の芯材への取り付けを
示す断面図である。FIG. 3 is a cross-sectional view illustrating attachment of a reinforcing member to a core material according to the present embodiment.
【図4】建築用屋根パネルの吊り上げ状態を示す正面図
である。FIG. 4 is a front view showing a state where a building roof panel is lifted.
10 建築用屋根パネル 20 単位パネル 30 芯材 32 短手辺 34 長手辺 36 切り欠き部 40 補強部材 52 短手方向接合部 54 長手方向接合部 DESCRIPTION OF SYMBOLS 10 Roof panel for construction 20 Unit panel 30 Core material 32 Short side 34 Long side 36 Notch 40 Reinforcement member 52 Short direction joining part 54 Long direction joining part
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04B 2/56 621 E04B 2/56 621L 5/02 5/02 A E (58)調査した分野(Int.Cl.6,DB名) E04C 2/40 E04B 2/56 E04B 5/02──────────────────────────────────────────────────続 き Continuation of the front page (51) Int.Cl. 6 identification code FI E04B 2/56 621 E04B 2/56 621L 5/02 5/02 AE (58) Investigated field (Int.Cl. 6 , DB Name) E04C 2/40 E04B 2/56 E04B 5/02
Claims (2)
張り付けて形成した単位パネルを、木口面同士を当接さ
せ、且つ面材同士を隣り合わせて、複数枚組み合わせた
建築用パネルにおいて、 少なくとも中央部付近に位置する単位パネル同士の交差
方向に連続する芯材のうち一方の当接面位置で、他方の
芯材の端部内側面同士を補強部材にて連結したことを特
徴とする建築用パネルの補強構造。1. An architectural panel in which a plurality of unit panels formed by attaching a face material to one side of a core material framed in a square shape are brought into contact with each other, and the face materials are adjacent to each other. At least one abutting surface position of the core members that are continuous in the cross direction between the unit panels located near the center portion, and the inner surfaces of the ends of the other core members are connected by a reinforcing member. Reinforcement structure for building panels.
の、補強部材当接部位を切り欠き、前記切り欠き部に補
強部材を嵌め込むことを特徴とする建築用パネルの補強
構造。2. The architectural structure according to claim 1, wherein a reinforcing member contact portion of a core material orthogonal to the reinforcing member at the reinforcing member mounting position is cut out, and the reinforcing member is fitted into the cutout portion. Panel reinforcement structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992077840U JP2575574Y2 (en) | 1992-10-13 | 1992-10-13 | Building panel reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992077840U JP2575574Y2 (en) | 1992-10-13 | 1992-10-13 | Building panel reinforcement structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0635441U JPH0635441U (en) | 1994-05-13 |
| JP2575574Y2 true JP2575574Y2 (en) | 1998-07-02 |
Family
ID=13645252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1992077840U Expired - Fee Related JP2575574Y2 (en) | 1992-10-13 | 1992-10-13 | Building panel reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2575574Y2 (en) |
-
1992
- 1992-10-13 JP JP1992077840U patent/JP2575574Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0635441U (en) | 1994-05-13 |
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