JPH1096265A - Joint structure between floor panel and floor beam and building unit - Google Patents
Joint structure between floor panel and floor beam and building unitInfo
- Publication number
- JPH1096265A JPH1096265A JP25200996A JP25200996A JPH1096265A JP H1096265 A JPH1096265 A JP H1096265A JP 25200996 A JP25200996 A JP 25200996A JP 25200996 A JP25200996 A JP 25200996A JP H1096265 A JPH1096265 A JP H1096265A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- floor panel
- panel
- fixed
- building unit
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
Abstract
(57)【要約】
【課題】 床梁の剛性を増大させて床パネルの構造耐力
を向上させるようにすること。
【解決手段】 床パネル12の端部に型鋼の床梁13が
接合される床パネルと床梁の接合構造であって、床梁の
ウエブ19に、この床梁の長手方向に延びる型鋼の床受
材20のウエブ21が面どうし固着され、床パネルの端
部が床受材の下フランジ25に載置され、床受材と床パ
ネルの端部とが木ねじ22、23を用いて固定されて、
床パネルと床梁とが接合されたものである。
(57) [Summary] [PROBLEMS] To improve the structural strength of a floor panel by increasing the rigidity of a floor beam. SOLUTION: This is a joint structure of a floor panel and a floor beam in which a section steel floor beam 13 is joined to an end portion of the floor panel 12, and the web of the floor beam is provided on a web 19 extending in the longitudinal direction of the floor beam. The web 21 of the receiving material 20 is fixed to each other, the end of the floor panel is placed on the lower flange 25 of the floor receiving material, and the floor receiving material and the end of the floor panel are fixed using wood screws 22 and 23. hand,
The floor panel and the floor beam are joined.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、床パネルと床梁の
接合構造及び建物ユニットに関する。The present invention relates to a joint structure between a floor panel and a floor beam and a building unit.
【0002】[0002]
【従来の技術】特願平5-223206号(平成 5年 9月 8日出
願)の明細書には、壁パネルの内面に床パネルの端部が
突き合せて配置され、壁パネルが配置されていない床パ
ネルの端部に床梁が設置された建物ユニットが記載され
ている。2. Description of the Related Art In the specification of Japanese Patent Application No. 5-223206 (filed on Sep. 8, 1993), an end of a floor panel is arranged so as to abut an inner surface of a wall panel, and the wall panel is arranged. A building unit with floor beams installed at the end of the floor panel that is not present is described.
【0003】[0003]
【発明が解決しようとする課題】ところが、上記明細書
には、床パネルと床梁との接合構造についての記載がな
されていない。However, the above specification does not describe a joint structure between a floor panel and a floor beam.
【0004】本発明の課題は、上述の事情を考慮してな
されたものであり、床梁の剛性を増大させて床パネルの
構造耐力を向上させることができる床パネルと床梁の接
合構造及び建物ユニットを提供することにある。SUMMARY OF THE INVENTION The present invention has been made in consideration of the above circumstances, and has an object to provide a joint structure between a floor panel and a floor beam, which can increase the rigidity of the floor beam and improve the structural strength of the floor panel. To provide building units.
【0005】[0005]
【課題を解決するための手段】請求項1に記載の発明
は、床パネルの端部と型鋼の床梁とが接合される床パネ
ルと床梁との接合構造であって、上記床梁のウエブに、
この床梁の長手方向に延びる型鋼の床受材のウエブが面
どうし固着され、上記床パネルの端部が上記床受材の下
フランジに載置され、上記床受材と上記床パネルの端部
とが固定されて上記床パネルと上記床梁とが接合される
ようにしたものである。According to the first aspect of the present invention, there is provided a joint structure between a floor panel and a floor beam in which an end of the floor panel and a steel beam are joined. On the web,
A web of a mold steel floor support extending in the longitudinal direction of the floor beam is fixedly attached to each other, an end of the floor panel is placed on a lower flange of the floor support, and an end of the floor support and the end of the floor panel is provided. The part is fixed, and the floor panel and the floor beam are joined.
【0006】請求項2に記載の発明は、請求項1に記載
の発明において、上記床受材と床パネルの端部とが、上
記床受材のウエブを貫通し、上記床パネルの面方向に延
びる固定手段を用いて固定されたものである。According to a second aspect of the present invention, in the first aspect, the floor support and an end of the floor panel penetrate a web of the floor support and extend in a plane direction of the floor panel. Are fixed using fixing means extending in the direction of the arrow.
【0007】請求項3に記載の発明は、請求項1又は2
に記載の発明において、上記床受材と床パネルの端部と
が、上記床受材の下フランジを貫通し、上記床パネルの
面に垂直な方向に延びる固定手段にて固定されたもので
ある。[0007] The invention described in claim 3 is the first or second invention.
Wherein the floor support and an end of the floor panel are fixed by fixing means extending through a lower flange of the floor support and extending in a direction perpendicular to the surface of the floor panel. is there.
【0008】請求項4に記載の発明は、請求項1〜3の
いずれか一に記載の発明において、一の床パネルに固定
された床梁と、他の床パネルに固定された床梁とが、連
結手段を介して連結されて上記両床パネルが結合された
ものである。According to a fourth aspect of the present invention, in the first aspect of the present invention, a floor beam fixed to one floor panel and a floor beam fixed to another floor panel are provided. However, the two floor panels are connected by connecting means via connecting means.
【0009】請求項5に記載の発明は、請求項1〜4の
いずれか一に記載の床パネルと床梁との接合構造によっ
て、床パネルと床梁が接合された建物ユニットである。According to a fifth aspect of the present invention, there is provided a building unit in which a floor panel and a floor beam are joined by the joint structure of the floor panel and the floor beam according to any one of the first to fourth aspects.
【0010】[0010]
【作用】請求項1に記載の発明には、次の作用がある。
床梁のウエブと型鋼の床受材とのウエブとを面どうし固
着することから、溶接面積或いはカシメの打点数を増大
でき、床梁の剛性を高めることができる。このため、こ
の床梁を床パネルに固定することにより、床パネルの構
造耐力を向上させることができる。The invention described in claim 1 has the following operation.
Since the web of the floor beam and the web of the steel floor support are fixed to each other, the welding area or the number of rivets can be increased, and the rigidity of the floor beam can be increased. For this reason, by fixing this floor beam to the floor panel, the structural strength of the floor panel can be improved.
【0011】請求項2に記載の発明には、次の作用があ
る。床梁に固着された床受材と床パネルとが、床受材の
ウエブを貫通し、床パネルの面方向に延びる固定手段に
て固定されることから、床パネルの面に垂直な方向の荷
重に対し、床パネルと床梁との接合強度を高めることが
できる。The second aspect of the present invention has the following operation. Since the floor support and the floor panel fixed to the floor beam penetrate the web of the floor support and are fixed by fixing means extending in the plane direction of the floor panel, the floor support is fixed in the direction perpendicular to the surface of the floor panel. The joint strength between the floor panel and the floor beam can be increased with respect to the load.
【0012】請求項3に記載の発明には、次の作用があ
る。床梁に固着された床受材と床パネルとが、床受材の
下フランジを貫通し、床パネルの面に垂直な方向に延び
る固定手段にて固定されることから、床パネルの面方向
の荷重(例えば引抜荷重)に対し、床パネルと床梁との
接合強度を高めることができる。The third aspect of the invention has the following operation. Since the floor support material and the floor panel fixed to the floor beam penetrate the lower flange of the floor support material and are fixed by fixing means extending in a direction perpendicular to the surface of the floor panel, (For example, a pulling load), the joining strength between the floor panel and the floor beam can be increased.
【0013】請求項4に記載の発明には、次の作用があ
る。一の床パネルにおける床梁と、他の床パネルにおけ
る床梁とが、連結手段を介して連結されて両床パネルが
結合されることから、両床パネルを容易且つ段差なく結
合させることができる。The invention according to claim 4 has the following operation. Since the floor beam on one floor panel and the floor beam on the other floor panel are connected via the connecting means and the two floor panels are connected, the two floor panels can be connected easily and without any step. .
【0014】請求項5に記載の発明には、次の作用があ
る。床パネルの構造耐力を十分に確保した建物ユニット
を実現できる。The fifth aspect of the invention has the following operation. A building unit with sufficient structural strength of the floor panel can be realized.
【0015】[0015]
【発明の実施の形態】以下、本発明の実施の形態を、図
面に基づいて説明する。 (1) 第1の実施の形態 図1は、本発明に係る建物ユニットの第1の実施の形態
を示す斜視図である。図2は、図1の床パネルを床梁と
ともに示す分解斜視図である。図3は、図1のIII 部の
断面状態であり、他の床パネルとの連結状態を示す断面
図である。Embodiments of the present invention will be described below with reference to the drawings. (1) First Embodiment FIG. 1 is a perspective view showing a first embodiment of a building unit according to the present invention. FIG. 2 is an exploded perspective view showing the floor panel of FIG. 1 together with floor beams. FIG. 3 is a cross-sectional view of a part III in FIG. 1 and is a cross-sectional view showing a connection state with another floor panel.
【0016】図1に示す建物ユニット10は、壁パネル
11の内面に床パネル12の端部を突き合せて配置され
てほぼ箱形状に構成される、いわゆる壁勝ちの建物ユニ
ットである。この建物ユニット10では、床パネル12
が配置されていない壁パネル11の端部に床梁13が接
合され、この床梁13の両端が両側の壁パネル11に取
り付けられる。A building unit 10 shown in FIG. 1 is a so-called wall-winning building unit which is arranged in such a manner that an end portion of a floor panel 12 is abutted against an inner surface of a wall panel 11 and has a substantially box shape. In this building unit 10, floor panels 12
The floor beam 13 is joined to the end of the wall panel 11 where no is disposed, and both ends of the floor beam 13 are attached to the wall panels 11 on both sides.
【0017】床パネル12は、図2に示すように、妻方
向に延びる複数本の床根太14を有し、妻方向の両端部
に端根太15を、桁方向の両端部に側根太16をそれぞ
れ備えて床枠組が形成され、この床枠組に床面材17及
び下面材18(図3)が取り付けられて構成される。As shown in FIG. 2, the floor panel 12 has a plurality of floor joists 14 extending in the wife direction, and end joists 15 at both ends in the wife direction and side joists 16 at both ends in the girder direction. A floor framework is formed with each of them, and a floor surface material 17 and a lower surface material 18 (FIG. 3) are attached to the floor framework.
【0018】また、壁パネル11は、図示しないが、上
枠と下枠との間に複数本の縦枠を備えて壁枠組が形成さ
れ、この壁枠組に外壁面材、内壁面材を取り付けて構成
される。Although not shown, the wall panel 11 is provided with a plurality of vertical frames between an upper frame and a lower frame to form a wall frame set, and an outer wall material and an inner wall material are attached to the wall frame set. It is composed.
【0019】さて、上記床梁13は、図3に示すように
C字型鋼にて構成され、この床梁13のウエブ19の背
面に、床受材20のウエブ21が面どうし固着される。
床受材20は、Z字型鋼或いはL字型鋼(図では、Z字
型鋼を示す)にて構成され、床梁13の長手方向に延在
する。この床受材20のウエブ21と床梁13のウエブ
19とは、溶接或いはカシメにより固着される。床パネ
ル12の端部が床受材20の下フランジ25に載置され
る。The floor beam 13 is made of C-shaped steel as shown in FIG. 3, and a web 21 of a floor receiving material 20 is fixed to the back surface of the web 19 of the floor beam 13.
The floor receiving member 20 is made of a Z-shaped steel or an L-shaped steel (in the figure, a Z-shaped steel is shown), and extends in the longitudinal direction of the floor beam 13. The web 21 of the floor support 20 and the web 19 of the floor beam 13 are fixed by welding or caulking. The end of the floor panel 12 is placed on the lower flange 25 of the floor support 20.
【0020】床受材20が、固定手段としての木ねじ2
2、23を用いて床パネル12の端部に固定されて、床
梁13と床パネル12とが接合される。つまり、床受材
20のウエブ21を貫通し、床パネル12の面(床面材
17、下面材18)の方向に延びる木ねじ22により、
床受材と床パネル12の床根太14及び端根太15とが
固定される。更に、床受材20の下フランジ25を貫通
し、床パネル12の面に垂直な方向に延びる木ねじ23
により、床受材と床根太14及び端根太15とが固定さ
れる。The floor support 20 is made of a wood screw 2 as a fixing means.
The floor beam 13 and the floor panel 12 are joined together by being fixed to the end of the floor panel 12 using 2 and 23. That is, the wood screws 22 penetrate the web 21 of the floor receiving member 20 and extend in the direction of the surface of the floor panel 12 (the floor member 17 and the lower surface member 18).
The floor support and the floor joists 14 and the end joists 15 of the floor panel 12 are fixed. Further, a wood screw 23 penetrating through the lower flange 25 of the floor support member 20 and extending in a direction perpendicular to the surface of the floor panel 12.
As a result, the floor support, the floor joist 14 and the end joist 15 are fixed.
【0021】この図3では、建物ユニット10に他の建
物ユニット10が隣接して配置され、各建物ユニット1
0の床パネル12において壁パネル11の配置されてい
ない部分が連結されたものを示している。この場合、各
建物ユニット10の床パネル12においては、床パネル
12に接合して一体化された床梁13どうしが結合され
る。In FIG. 3, another building unit 10 is arranged adjacent to the building unit 10 and each building unit 1
0 shows a floor panel 12 in which portions where the wall panels 11 are not arranged are connected. In this case, in the floor panel 12 of each building unit 10, the floor beams 13 joined to and integrated with the floor panel 12 are joined.
【0022】つまり、各床パネル12におけるそれぞれ
の床梁13の上フランジ26どうしと、下フランジ27
どうしとが、連結手段としてのジョイントプレート28
及びジョイントボルト・ナット29を用いて連結され
て、両建物ユニット10の床パネル12が結合される。That is, the upper flanges 26 of the floor beams 13 of each floor panel 12 and the lower flanges 27
The joint plates 28 serve as connecting means.
And the floor panels 12 of both building units 10 are connected by using the joint bolts and nuts 29.
【0023】このとき、ジョイントプレート28及びジ
ョイントボルト・ナット29並びに各床パネル12に一
体化された床梁13は、継なぎ床面材30を両床パネル
12の端根太15間に、両床パネル12の床面材17と
面一状態で掛け渡すことにより隠される。従って、この
継なぎ床面材30は、両床梁13間を覆うだけの小面積
で足りる。このとき、継なぎ床面材30は、両床受材2
0の上フランジ24によっても支持されている。At this time, the joint plate 28, the joint bolt / nut 29, and the floor beam 13 integrated with each floor panel 12 connect the joint floor panel 30 between the end joists 15 of both floor panels 12. It is concealed by hanging over the floor surface material 17 of the panel 12 in a flush state. Therefore, the joint floor panel 30 needs to have a small area enough to cover the space between both floor beams 13. At this time, the joint floor surface material 30 is
0 is also supported by the upper flange 24.
【0024】尚、図中の符号31は石膏ボードを示す。
上記実施の形態によれば、次の〜の効果を奏する。 床梁13のウエブ19と型鋼の床受材20のウエブ2
1とを面どうし固着することから、溶接面積或いはカシ
メの打点数を増大でき、床梁13の剛性を高めることが
できる。このため、この床梁13を床パネル12に木ね
じ22及び23を用いて固定することにより、床パネル
12の構造耐力を向上させることができる。Incidentally, reference numeral 31 in the drawing denotes a gypsum board.
According to the above embodiment, the following effects are obtained. Web 19 of floor beam 13 and web 2 of steel floor support 20
Since the surfaces 1 and 2 are fixed to each other, the welding area or the number of caulking points can be increased, and the rigidity of the floor beam 13 can be increased. Therefore, by fixing the floor beam 13 to the floor panel 12 using the wood screws 22 and 23, the structural strength of the floor panel 12 can be improved.
【0025】また、床梁13に固着された床受材20
と床パネル12とが、床受材20のウエブ21を貫通
し、床パネル12の面(床面材17、下面材18)方向
に延びる木ねじ22にて固定されることから、床パネル
12の面に垂直な方向の荷重に対し、床パネル12と床
梁13との接合強度を高めることができる。Further, a floor support member 20 fixed to the floor beam 13 is provided.
And the floor panel 12 penetrate the web 21 of the floor receiving material 20 and are fixed by wood screws 22 extending in the direction of the surface of the floor panel 12 (the floor surface material 17 and the lower surface material 18). The joint strength between the floor panel 12 and the floor beam 13 can be increased with respect to the load in the direction perpendicular to the plane.
【0026】更に、床梁13に固着された床受材20
と床パネル12とが、床受材20の下フランジ25を貫
通し、床パネル12の面(床面材17、下面材18)に
垂直な方向に延びる木ねじ23にて固定されることか
ら、床パネル12の面方向の荷重(例えば引抜荷重)に
対し、床パネル12と床梁13との接合強度を高めるこ
とができる。Further, the floor support member 20 fixed to the floor beam 13
And the floor panel 12 are fixed by wood screws 23 that penetrate the lower flange 25 of the floor receiving member 20 and extend in a direction perpendicular to the surface of the floor panel 12 (the floor member 17 and the lower surface member 18). The joint strength between the floor panel 12 and the floor beam 13 can be increased with respect to the load in the plane direction of the floor panel 12 (for example, a pulling load).
【0027】一の建物ユニット10の床パネル12に
一体化された床梁13と、他の建物ユニット10の床パ
ネル12に一体化された床梁13とが、ジョイントプレ
ート28及びジョイントボルト・ナット29を介して連
結されて、両建物ユニット10の床パネル12が結合さ
れることから、これらの建物ユニット10の床パネル1
2を容易且つ段差なく結合させることができる。The floor beam 13 integrated with the floor panel 12 of one building unit 10 and the floor beam 13 integrated with the floor panel 12 of another building unit 10 are connected to a joint plate 28 and joint bolts and nuts. 29, the floor panels 12 of both building units 10 are connected to each other.
2 can be easily and seamlessly connected.
【0028】床パネル12に剛性の大きな床梁13が
接合されたことから、床パネル12の構造耐力を十分に
確保した建物ユニット10を実現できる。Since the rigid floor beam 13 is joined to the floor panel 12, the building unit 10 with sufficient structural strength of the floor panel 12 can be realized.
【0029】更に、壁パネル11の内面に床パネル1
2の端部が突き合せて配置されたことから、床パネル1
2の床厚を増大でき、床衝撃音の遮音性を向上させるこ
とができる。Further, the floor panel 1 is provided on the inner surface of the wall panel 11.
2 were placed face-to-face, the floor panel 1
2 can be increased in thickness, and the sound insulation of floor impact noise can be improved.
【0030】壁パネル11の内面に床パネル12の端
部が突き合せて配置されたことから、建物ユニット10
の高さが輸送上の制限を受けるにも拘らず、天井高さを
増大して居住スペースを大きく設定できる。Since the end of the floor panel 12 is arranged to abut the inner surface of the wall panel 11, the building unit 10
The ceiling height can be increased and the living space can be set large, despite the height of the ceiling being subject to transportation restrictions.
【0031】(2) 第2、第3、第4の実施の形態 図4は、本発明に係る建物ユニットの第2の実施の形態
に適用された床梁を床パネルとともに示す図3に対応し
た断面図である。図5は、本発明に係る建物ユニットの
第3の実施の形態に適用された床梁を床パネルとともに
示す図3に対応した断面図である。図6は、本発明に係
る建物ユニットの第4の実施の形態に適用された床梁を
床パネルとともに示す図3に対応した断面図である。こ
れらの各実施の形態において、前記第1の実施の形態と
同様な部分は、同一の符号を付すことにより説明を省略
する。(2) Second, Third and Fourth Embodiment FIG. 4 corresponds to FIG. 3 showing floor beams and floor panels applied to a second embodiment of a building unit according to the present invention. FIG. FIG. 5 is a sectional view corresponding to FIG. 3 showing a floor beam applied to a third embodiment of a building unit according to the present invention together with floor panels. FIG. 6 is a cross-sectional view corresponding to FIG. 3 showing a floor beam applied to a fourth embodiment of a building unit according to the present invention together with floor panels. In these embodiments, the same parts as those in the first embodiment are denoted by the same reference numerals, and description thereof will be omitted.
【0032】第2の実施の形態の建物ユニット40(図
1)、第3の実施の形態の建物ユニット50(図1)、
及び第4の実施の形態の建物ユニット60(図1)が前
記第1の実施の形態の建物ユニット10と異なる点は、
床梁13に一体化された床受材20と床パネル12との
固定構造である。The building unit 40 according to the second embodiment (FIG. 1), the building unit 50 according to the third embodiment (FIG. 1),
The difference between the building unit 60 of the fourth embodiment (FIG. 1) and the building unit 10 of the first embodiment is that
This is a fixing structure of the floor support member 20 and the floor panel 12 integrated with the floor beam 13.
【0033】つまり、建物ユニット40においては、図
4に示すように、床パネル12の面(床面材17、下面
材18)方向に延びる固定ボルト41を、床梁13のウ
エブ19、床受材20のウエブ21及び床パネル12の
端根太15に貫通させ、先端にナット42を螺合するこ
とにより、床梁13が床受材20を介し床パネル12の
端部に接合される。上記固定ボルト41及びナット42
が固定手段を構成する。That is, in the building unit 40, as shown in FIG. 4, the fixing bolts 41 extending in the direction of the floor panel 12 (the floor surface material 17 and the lower surface material 18) are attached to the web 19 of the floor beam 13 and the floor support. By penetrating the web 21 of the material 20 and the end joist 15 of the floor panel 12 and screwing a nut 42 to the tip, the floor beam 13 is joined to the end of the floor panel 12 via the floor receiving material 20. The fixing bolt 41 and the nut 42
Constitute the fixing means.
【0034】建物ユニット50においては、図5に示す
ように、床パネル12の面(床面材17、下面材18)
方向に延びる固定ボルト51は、一対の爪付きプレート
52を貫通し、床パネル12の端根太15を遊嵌状態で
貫通し、更に床梁13のウエブ19及び床受材20のウ
エブ21を貫通して、先端にナット53が螺合される。
爪付きプレート52は、端根太15の両側に配置され、
ナット53の螺合により端根太15に食い込み固定され
る。これら固定手段としての固定ボルト51、爪付きプ
レート52及びナット53により、床梁13が床パネル
12の端部に接合される。In the building unit 50, as shown in FIG. 5, the surface of the floor panel 12 (the floor surface material 17, the lower surface material 18)
The fixing bolt 51 extending in the direction penetrates the pair of claw plates 52, penetrates the end joists 15 of the floor panel 12 in a loosely fitted state, and further penetrates the web 19 of the floor beam 13 and the web 21 of the floor receiving material 20. Then, the nut 53 is screwed to the tip.
The plate 52 with claws is arranged on both sides of the end joist 15,
The nut 53 is screwed into the end joist 15 to be fixed. The floor beam 13 is joined to the end of the floor panel 12 by the fixing bolt 51, the claw plate 52 and the nut 53 as these fixing means.
【0035】建物ユニット60においては、図6に示す
ように、床パネル12の面(床面材17、下面材18)
方向に延びる固定手段としてのラグスクリュー61を、
床梁13のウエブ19、床受材20のウエブ21、並び
に床パネル12の床根太14に打ち込むことにより、床
梁13を床パネル12の端部に接合させる。In the building unit 60, as shown in FIG. 6, the surface of the floor panel 12 (the floor surface material 17, the lower surface material 18)
A lag screw 61 as fixing means extending in the direction,
By driving the web 19 of the floor beam 13, the web 21 of the floor support 20, and the floor joist 14 of the floor panel 12, the floor beam 13 is joined to the end of the floor panel 12.
【0036】これらの各実施の形態の建物40、50、
60では、第1の実施の形態の建物ユニット10の及
び並びに〜の効果を奏する。The buildings 40, 50,
In 60, the effects of the building unit 10 of the first embodiment and the items (1) to (5) are obtained.
【0037】以上、本発明の実施の形態を図面により詳
述したが、本発明の具体的な構成はこの実施の形態に限
られるものではなく、本発明の要旨を逸脱しない範囲の
設計の変更等があっても本発明に含まれる。例えば、床
パネル12の突部20と床梁13との結合時に接合面に
接着剤を塗布してもよい。また、建物ユニット10、4
0、50、60において床パネル12は矩形をなすもの
に限定されない。更に、建物ユニット10、40、5
0、60においては、床パネル12の少なくとも一つの
端部に壁パネル11を配置するものであれば足りる。The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and the design can be changed without departing from the scope of the present invention. The present invention is also included in the present invention. For example, an adhesive may be applied to the joint surface when the projection 20 of the floor panel 12 and the floor beam 13 are joined. Also, the building units 10, 4
In 0, 50 and 60, the floor panel 12 is not limited to a rectangular one. Further, the building units 10, 40, 5
In the cases of 0 and 60, it is sufficient if the wall panel 11 is arranged on at least one end of the floor panel 12.
【0038】[0038]
【発明の効果】以上のように、本発明に係る床パネルと
床梁との接合構造及び建物ユニットによれば、床梁の剛
性を増大させて、床パネルの構造耐力を向上させること
ができる。As described above, according to the joint structure of the floor panel and the floor beam and the building unit according to the present invention, the rigidity of the floor beam can be increased and the structural strength of the floor panel can be improved. .
【図1】図1は、本発明に係る建物ユニットの第1の実
施の形態を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of a building unit according to the present invention.
【図2】図2は、図1の床パネルを床梁とともに示す分
解斜視図である。FIG. 2 is an exploded perspective view showing the floor panel of FIG. 1 together with floor beams.
【図3】図3は、図1のIII 部の断面状態であり、他の
床パネルとの連結状態を示す断面図である。FIG. 3 is a cross-sectional view of a section III in FIG. 1, showing a connection state with another floor panel.
【図4】図4は、本発明に係る建物ユニットの第2の実
施の形態に適用された床梁を床パネルとともに示す図3
に対応した断面図である。FIG. 4 is a diagram showing floor beams and floor panels applied to a building unit according to a second embodiment of the present invention, together with floor panels.
It is sectional drawing corresponding to FIG.
【図5】図5は、本発明に係る建物ユニットの第3の実
施の形態に適用された床梁を床パネルとともに示す図3
に対応した断面図である。FIG. 5 is a diagram showing floor beams and floor panels applied to a third embodiment of a building unit according to the present invention, together with floor panels.
It is sectional drawing corresponding to FIG.
【図6】図6は、本発明に係る建物ユニットの第4の実
施の形態に適用された床梁を床パネルとともに示す図3
に対応した断面図である。FIG. 6 is a diagram showing floor beams and floor panels applied to a fourth embodiment of the building unit according to the present invention, together with floor panels.
It is sectional drawing corresponding to FIG.
10 建物ユニット 12 床パネル 13 床梁 14 床根太 15 端根太 19 床梁のウエブ 20 床受材 21 床受材のウエブ 22、23 木ねじ(固定手段) 28 ジョイントプレート(連結手段) 29 ジョイントボルト・ナット(連結手段) DESCRIPTION OF SYMBOLS 10 Building unit 12 Floor panel 13 Floor beam 14 Floor joist 15 End joist 19 Floor beam web 20 Floor support 21 Floor support web 22, 23 Wood screw (fixing means) 28 Joint plate (connecting means) 29 Joint bolt / nut (Connecting means)
Claims (5)
れる床パネルと床梁との接合構造であって、 上記床梁のウエブに、この床梁の長手方向に延びる型鋼
の床受材のウエブが面どうし固着され、 上記床パネルの端部が上記床受材の下フランジに載置さ
れ、 上記床受材と上記床パネルの端部とが固定されて上記床
パネルと上記床梁とが接合されることを特徴とする床パ
ネルと床梁との接合構造。1. A joint structure between a floor panel and a floor beam in which an end of the floor panel and a section steel floor beam are joined, wherein a web of the section steel extending in a longitudinal direction of the floor beam is provided on a web of the floor beam. The webs of the floor receiving members are fixed to each other, the end of the floor panel is placed on the lower flange of the floor receiving member, and the floor receiving member and the end of the floor panel are fixed and the floor panel is fixed to the floor panel. A joint structure between a floor panel and a floor beam, wherein the floor beam is joined.
床受材のウエブを貫通し、上記床パネルの面方向に延び
る固定手段を用いて固定された請求項1に記載の床パネ
ルと床梁との接合構造。2. The floor support according to claim 1, wherein the end of the floor support and the end of the floor panel are fixed using fixing means that penetrates the web of the floor support and extends in the surface direction of the floor panel. Joint structure between floor panel and floor beam.
床受材の下フランジを貫通し、上記床パネルの面に垂直
な方向に延びる固定手段にて固定された請求項1又は2
に記載の床パネルと床梁との接合構造。3. The floor support and an end of the floor panel are fixed by fixing means extending through a lower flange of the floor support and extending in a direction perpendicular to the surface of the floor panel. Or 2
The joint structure between the floor panel and the floor beam according to the above.
床パネルに固定された床梁とが、連結手段を介して連結
されて上記両床パネルが結合された請求項1〜3のいず
れか一に記載の床パネルと床梁の接合構造。4. A floor beam fixed to one floor panel and a floor beam fixed to another floor panel are connected to each other through a connecting means to connect the two floor panels. 3. The joint structure of a floor panel and a floor beam according to any one of 3.
ネルと床梁との接合構造によって、床パネルと床梁が接
合された建物ユニット。5. A building unit in which a floor panel and a floor beam are joined by the joint structure of a floor panel and a floor beam according to any one of claims 1 to 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25200996A JP3769333B2 (en) | 1996-09-24 | 1996-09-24 | Joint structure of floor panel and floor beam and building unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25200996A JP3769333B2 (en) | 1996-09-24 | 1996-09-24 | Joint structure of floor panel and floor beam and building unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1096265A true JPH1096265A (en) | 1998-04-14 |
| JP3769333B2 JP3769333B2 (en) | 2006-04-26 |
Family
ID=17231308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25200996A Expired - Fee Related JP3769333B2 (en) | 1996-09-24 | 1996-09-24 | Joint structure of floor panel and floor beam and building unit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3769333B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006077469A (en) * | 2004-09-09 | 2006-03-23 | Sekisui Chem Co Ltd | Unit building |
| CN112575906A (en) * | 2020-12-11 | 2021-03-30 | 中国建筑第五工程局有限公司 | Connection node of assembled structure |
-
1996
- 1996-09-24 JP JP25200996A patent/JP3769333B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006077469A (en) * | 2004-09-09 | 2006-03-23 | Sekisui Chem Co Ltd | Unit building |
| CN112575906A (en) * | 2020-12-11 | 2021-03-30 | 中国建筑第五工程局有限公司 | Connection node of assembled structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3769333B2 (en) | 2006-04-26 |
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