JPH0452326Y2 - - Google Patents
Info
- Publication number
- JPH0452326Y2 JPH0452326Y2 JP13102586U JP13102586U JPH0452326Y2 JP H0452326 Y2 JPH0452326 Y2 JP H0452326Y2 JP 13102586 U JP13102586 U JP 13102586U JP 13102586 U JP13102586 U JP 13102586U JP H0452326 Y2 JPH0452326 Y2 JP H0452326Y2
- Authority
- JP
- Japan
- Prior art keywords
- floor panel
- reinforced
- fiber
- column member
- reinforced plastic
- 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
Links
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 15
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 15
- 230000007797 corrosion Effects 0.000 description 6
- 238000005260 corrosion Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000003365 glass fiber Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920005749 polyurethane resin Polymers 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
- Connection Of Plates (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
この考案は、ユニツト住宅等に使用される繊維
強化プラスチツク構造体に関する。[Detailed Description of the Invention] (Industrial Field of Application) This invention relates to a fiber-reinforced plastic structure used in unit housing and the like.
(従来の技術)
近年、特公昭39−16542号公報,特開昭53−
14919号公報に開示されているようなユニツト住
宅は建築工期の短縮化、構造体の基本単位の画一
化による生産性の向上、及びこれらによる低廉化
等の利点から著しい発達を遂げている。(Prior art) In recent years, Japanese Patent Publication No. 39-16542, Japanese Unexamined Patent Publication No. 53-1982
Unit housing as disclosed in Publication No. 14919 has achieved remarkable development due to its advantages such as shortening the construction period, improving productivity by standardizing the basic units of the structure, and reducing costs due to these.
又、上記ユニツト住宅に使用されている構造体
の材質面の進歩も目覚ましいものがあり、構造体
材料の主流は在来建築材料の木、コンクリート等
から耐久性、耐食性等に優れているプラスチツク
まで広がりつつある。 In addition, there has been remarkable progress in the materials used for the structures used in the above-mentioned unit houses, and the mainstream of structural materials has ranged from traditional building materials such as wood and concrete to plastics, which have excellent durability and corrosion resistance. It is expanding.
更に近時においては、特公昭43−11151号公報
に開示されているように、ガラス繊維等の複合に
より機械的強度を向上させた繊維強化プラスチツ
クが使用されるに至つている。 Furthermore, recently, as disclosed in Japanese Patent Publication No. 43-11151, fiber-reinforced plastics whose mechanical strength has been improved by combining glass fibers and the like have come into use.
(考案が解決しようとする問題点)
しかしながら、上記従来の繊維強化プラスチツ
ク構造体においては、構造体の個々の基本単位の
機械的強度は向上したものの、基本単位同士の連
結構造は構造力学上トラス構造となつているた
め、基本単位の集合物としての構造体全体の剛性
という観点からすると改良の余地を残していた。(Problem to be solved by the invention) However, in the conventional fiber-reinforced plastic structure described above, although the mechanical strength of each basic unit of the structure has improved, the connection structure between the basic units is not truss from a structural mechanics point of view. structure, there was still room for improvement from the perspective of the rigidity of the entire structure as a collection of basic units.
(問題点を解決するための手段)
この考案は上記問題点を解消するためになされ
たもので、その要旨は、補強された平板部を有す
る繊維強化プラスチツク製の略矩形の床パネル
と、補強された端部を上記床パネル四隅に当接さ
せて配置された繊維強化プラスチツク製の4本の
柱部材とを有し、上記床パネルと柱部材とが上記
当接面を貫通する複数のボルトにより緊締されて
いることを特徴とする繊維強化プラスチツク構造
体にある。(Means for solving the problem) This invention was made to solve the above problem, and its gist is to provide a substantially rectangular floor panel made of fiber-reinforced plastic with a reinforced flat plate portion, and a reinforced and four pillar members made of fiber-reinforced plastic arranged with their rounded ends in contact with the four corners of the floor panel, and the floor panel and the pillar members have a plurality of bolts passing through the contact surfaces. The fiber-reinforced plastic structure is characterized by being tightened by.
(作用)
構造体の基本単位である床パネルと柱部材はそ
れぞれ繊維強化プラスチツクで形成されているの
で、個々の基本単位の機械的強度、耐食性、耐候
性、耐久性等は極めて高い。(Function) Since the floor panels and column members, which are the basic units of the structure, are each made of fiber-reinforced plastic, the mechanical strength, corrosion resistance, weather resistance, durability, etc. of each basic unit are extremely high.
一方、床パネルの補強された平板部と柱部材の
補強された端部が当接し、その当接面を貫通する
ボルトによつて床パネルと柱部材とが緊締されて
いるので、仕口剛性が向上し、これら基本単位の
連結構造は構造力学上ラーメン構造となり、基本
単位の集合物としての構造体全体の剛性が向上
し、ブレス、耐力壁等の補強が不要となり、構造
体の機械的強度及び建築物とした場合の間取の自
由性が向上する。 On the other hand, the reinforced flat plate part of the floor panel and the reinforced end of the column member come into contact with each other, and the floor panel and the column member are tightened by bolts that pass through the abutting surfaces, so the rigidity of the joint is increased. The connection structure of these basic units becomes a rigid frame structure in terms of structural mechanics, improving the rigidity of the entire structure as an assembly of basic units, eliminating the need for reinforcement such as braces and load-bearing walls, and improving the mechanical strength of the structure. Strength and freedom of floor plan when used as a building are improved.
(実施例)
以下、この考案の一実施例を第1図,第2図の
図面に基づいて説明する。(Embodiment) Hereinafter, an embodiment of this invention will be described based on the drawings of FIGS. 1 and 2.
第1図,第2図において、1は繊維強化プラス
チツク構造体であつて、この実施例においてはユ
ニツト住宅に使用される態様である。 In FIGS. 1 and 2, reference numeral 1 denotes a fiber-reinforced plastic structure, which in this embodiment is used in a housing unit.
上記構造体1は基本単位としての床パネル10
と柱部材20(柱部材)とを有している。 The above structure 1 is a floor panel 10 as a basic unit.
and a column member 20 (column member).
上記床パネル10はガラス繊維強化プラスチツ
ク(以下、FRPと略称する。)製であつて、床材
となる上板11(平板部)、上板11の周縁から
下方に延設された側板12、側板12の下縁から
内方に延設された底縁板13、及び第1図に示す
ように対向する長尺側の側板12に渡設された所
定数のリブ14とが一体成形されたものである。
上板11及び底縁板13の四隅は肉厚とされて補
強されており、それぞれ四つの貫通孔15が設け
られている。 The floor panel 10 is made of glass fiber reinforced plastic (hereinafter abbreviated as FRP), and includes a top plate 11 (flat plate portion) serving as a floor material, a side plate 12 extending downward from the periphery of the top plate 11; A bottom edge plate 13 extending inward from the lower edge of the side plate 12 and a predetermined number of ribs 14 extending across the opposing long side plate 12 as shown in FIG. 1 are integrally molded. It is something.
The four corners of the top plate 11 and the bottom edge plate 13 are thickened and reinforced, and four through holes 15 are provided in each corner.
又、柱部材20は断面四角形で二層構造をな
し、内部にポリウレタン樹脂製等の発泡体層21
を有し、その外側は所定肉厚のFRP層22で覆
われている。柱部材20の長手方向(図中、上下
方向)の両端部23のFRP層22aはその他の
部位のFRP層22よりも肉厚にされて補強され
ており、この端部23のFRP層22aには柱部
材20の長手方向に沿つて四つのねじ孔24が形
成されている。尚、図示の都合上、柱部材20の
上側の端部23は省略する。 The column member 20 has a rectangular cross section and has a two-layer structure, and has a foam layer 21 made of polyurethane resin or the like inside.
The outside thereof is covered with an FRP layer 22 of a predetermined thickness. The FRP layer 22a at both ends 23 in the longitudinal direction (vertical direction in the figure) of the column member 20 is made thicker and reinforced than the FRP layer 22 at other parts. Four screw holes 24 are formed along the longitudinal direction of the column member 20. Incidentally, for convenience of illustration, the upper end portion 23 of the column member 20 is omitted.
上記各柱部材20は補強された端部23の下面
25(当接面)を床パネル10の上板11の補強
された四隅に当接させて配置され、床パネル10
に対して垂直に立設されている。 Each of the pillar members 20 is arranged such that the lower surface 25 (contact surface) of the reinforced end portion 23 is in contact with the four reinforced corners of the upper plate 11 of the floor panel 10.
It is placed perpendicular to the
そして、箱形フレーム10の裏側からボルト3
0が貫通孔15に挿入され、更に柱部材20のね
じ孔24に螺合され、柱部材20は床パネル10
に緊締固定されている。 Then, bolt 3 from the back side of the box-shaped frame 10.
0 is inserted into the through hole 15 and further screwed into the screw hole 24 of the column member 20, and the column member 20 is inserted into the floor panel 10.
It is tightened and fixed.
尚、柱部材20の上端部には箱形フレーム10
と同様のものがボルトで緊締固定され、ユニツト
住宅の単位部屋ユニツトとなる。 Note that a box-shaped frame 10 is provided at the upper end of the column member 20.
Something similar to this is tightened and fixed with bolts and becomes a unit room unit of a unit house.
上述構成において、構造体1の基本単位である
床パネル10と各柱部材20はそれぞれFRPで
形成されているので、床パネル10及び各柱部材
20は機械的強度、耐食性、耐候性、耐久性等に
極めて優れた性質を持つている。 In the above configuration, the floor panel 10 and each column member 20, which are the basic units of the structure 1, are each made of FRP, so the floor panel 10 and each column member 20 have mechanical strength, corrosion resistance, weather resistance, and durability. It has extremely excellent properties.
又、床パネル10と柱部材20との連結構造
は、補強された上板11と補強された端部23が
当接され、四本のボルト30によつて緊締固定さ
れているので、仕口剛性が向上し、構造力学上ラ
ーメン構造となり、構造体1全体の剛性が極めて
向上する。 In addition, the connection structure between the floor panel 10 and the column member 20 is such that the reinforced top plate 11 and the reinforced end portion 23 are in contact with each other and are tightened and fixed with four bolts 30. The rigidity is improved, resulting in a rigid frame structure in terms of structural mechanics, and the rigidity of the entire structure 1 is significantly improved.
したがつて、構造体1、即ちユニツト住宅は極
めて優れた機械的強度、耐食性、耐候性、耐久性
等を発揮する。又、床パネル10と柱部材20と
で十分な機械的強度を有するものとなり、ブレ
ス、耐力壁等の補強が不要となり、開口が自由に
取れる等、間取りの自由性が向上する。 Therefore, the structure 1, that is, the unit house, exhibits extremely excellent mechanical strength, corrosion resistance, weather resistance, durability, etc. In addition, the floor panel 10 and the column members 20 have sufficient mechanical strength, eliminating the need for reinforcement of braces, load-bearing walls, etc., and improving the flexibility of the floor plan, such as openings.
この考案は上記実施例に制約されず種々の態様
が可能である。例えば、床パネルは床用に限るも
のではなく天井用としてもよいし、平板部は柱部
材が当接する部位にのみ形成するようにしてもよ
い。又、柱部材は柱用に限らず梁用であつてもよ
い。 This invention is not limited to the above-mentioned embodiments, and various embodiments are possible. For example, the floor panel is not limited to the one for the floor, but may be for the ceiling, and the flat plate portion may be formed only at the portion that comes into contact with the column member. Further, the column member is not limited to a column, but may be a beam.
更に、ボルトを柱部材に埋め込み、ボルトの先
部を当接面から突出させておいて、床パネルの平
板部を貫通させナツトを締め込むようにしてもよ
い。 Furthermore, the bolt may be embedded in the column member, the tip of the bolt may be made to protrude from the contact surface, and the nut may be tightened by penetrating the flat plate portion of the floor panel.
又、繊維強化プラスチツクに使用する強化材は
ガラス繊維に限らず、カーボン繊維等であつても
よい。 Furthermore, the reinforcing material used in fiber-reinforced plastics is not limited to glass fiber, but may also be carbon fiber or the like.
(考案の効果)
以上説明したように、この考案によれば、構造
体の基本単位である床パネルと長尺部材はそれぞ
れ繊維強化プラスチツクで形成されていることに
より、個々の基本単位の機械的強度、耐食性、耐
候性、耐久性等が極めて高い。(Effects of the invention) As explained above, according to this invention, the floor panels and long members, which are the basic units of the structure, are each made of fiber-reinforced plastic. Extremely high strength, corrosion resistance, weather resistance, durability, etc.
一方、床パネルの補強された平板部と柱部材の
補強された端部が当接し、その当接面を貫通する
ボルトによつて床パネルの四隅と4本の柱部材と
が緊締されていることにより、仕口剛性が向上
し、これら基本単位の連結構造は構造力学上ラー
メン構造となり、基本単位の集合物としての構造
体全体の剛性が向上し、ブレス、耐力壁等の補強
が不要となる。 On the other hand, the reinforced flat plate portion of the floor panel and the reinforced end portions of the column members are in contact with each other, and the four corners of the floor panel and the four column members are tightened by bolts that pass through the contact surfaces. As a result, the rigidity of the joint is improved, and the connecting structure of these basic units becomes a rigid frame structure in terms of structural mechanics, improving the rigidity of the entire structure as a collection of basic units, eliminating the need for reinforcement such as braces and load-bearing walls. Become.
したがつて、構造体全体としての機械的強度、
耐食性、耐候性、耐久性等が向上する。 Therefore, the mechanical strength of the structure as a whole,
Corrosion resistance, weather resistance, durability, etc. are improved.
第1図,第2図の図面はこの考案の一実施例を
示すものであり、第1図は第2図−断面図、
第2図は繊維強化プラスチツク構造体の概略斜視
図である。
1……繊維強化プラスチツク構造体、10……
床パネル、11……平板部、15……貫通孔、2
0……柱部材、23……端部、25……当接面、
30……ボルト。
The drawings in FIGS. 1 and 2 show one embodiment of this invention, and FIG. 1 is a cross-sectional view of FIG.
FIG. 2 is a schematic perspective view of the fiber reinforced plastic structure. 1...Fiber-reinforced plastic structure, 10...
Floor panel, 11...Flat plate part, 15...Through hole, 2
0... Pillar member, 23... End, 25... Contact surface,
30...Bolt.
Claims (1)
ク製の略矩形の床パネルと、 補強された端部を上記床パネルの四隅に当接させ
て配置された繊維強化プラスチツク製の4本の柱
部材とを有し、 上記床パネルと柱部材とが上記当接面を貫通する
複数のボルトにより緊締されていることを特徴と
する繊維強化プラスチツク構造体。[Claims for Utility Model Registration] A substantially rectangular floor panel made of fiber-reinforced plastic having a reinforced flat plate portion, and a floor panel made of fiber-reinforced plastic arranged with the reinforced end portions in contact with the four corners of the floor panel. A fiber-reinforced plastic structure comprising four pillar members, wherein the floor panel and the pillar members are tightened by a plurality of bolts passing through the contact surfaces.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13102586U JPH0452326Y2 (en) | 1986-08-27 | 1986-08-27 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13102586U JPH0452326Y2 (en) | 1986-08-27 | 1986-08-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6337704U JPS6337704U (en) | 1988-03-11 |
JPH0452326Y2 true JPH0452326Y2 (en) | 1992-12-09 |
Family
ID=31029085
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13102586U Expired JPH0452326Y2 (en) | 1986-08-27 | 1986-08-27 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0452326Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005325610A (en) * | 2004-05-14 | 2005-11-24 | Shimizu Corp | Floor structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0765877B2 (en) * | 1989-03-16 | 1995-07-19 | 石川島播磨重工業株式会社 | Cold water tower |
-
1986
- 1986-08-27 JP JP13102586U patent/JPH0452326Y2/ja not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005325610A (en) * | 2004-05-14 | 2005-11-24 | Shimizu Corp | Floor structure |
Also Published As
Publication number | Publication date |
---|---|
JPS6337704U (en) | 1988-03-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5279089A (en) | Insulated wall system | |
JPH07116788B2 (en) | Wood composite beam | |
KR960034605A (en) | Structural material, floor structure and roof structure of wooden buildings and construction method using them | |
JPH0452326Y2 (en) | ||
US5718093A (en) | Floor panel joint structure and method of making a wooden building with the same | |
JPH06346515A (en) | Unit building | |
JP2000204702A (en) | Earthquake resistant heat insulating panel and earthquake resistant heat insulating structure using the same | |
SU1596036A1 (en) | Beam | |
JP2769949B2 (en) | Gypsum floorboard and its construction method | |
KR101557955B1 (en) | Prefabricated composite panels for the roof structure with a multi-layer structure | |
JPS62258031A (en) | Building structure | |
JP4187349B2 (en) | Partition wall structure and construction method | |
JP2570564Y2 (en) | Precast concrete formwork | |
JP2000204690A (en) | Earthquake-resistant heat insulating panel and earthquake-resistant heat insulating structure constructed thereof | |
JPH0138198Y2 (en) | ||
KR930012070B1 (en) | Assembling wall structure | |
JP2711648B2 (en) | Assembled outdoor floor structure | |
JPS5851300Y2 (en) | architectural panels | |
JP2517004Y2 (en) | Roof structure | |
JP3069499U (en) | Wooden frame reinforced house | |
JPS588271Y2 (en) | Single partition for play structures | |
JPH10159206A (en) | Wall body of building | |
JP2556755Y2 (en) | Top structure of building unit | |
JPH0324733Y2 (en) | ||
JP2653649B2 (en) | Joints between wooden and lattice members |