JP2000345648A - Structure for floor - Google Patents
Structure for floorInfo
- Publication number
- JP2000345648A JP2000345648A JP11156612A JP15661299A JP2000345648A JP 2000345648 A JP2000345648 A JP 2000345648A JP 11156612 A JP11156612 A JP 11156612A JP 15661299 A JP15661299 A JP 15661299A JP 2000345648 A JP2000345648 A JP 2000345648A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- beams
- floor beam
- cantilever
- panels
- 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.)
- Pending
Links
- 230000002093 peripheral effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、床梁のねじれ変形
に対して強い床の構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure resistant to torsional deformation of a floor beam.
【0002】[0002]
【従来の技術】従来、床梁においてねじれ変形に対して
強い強度を発揮させるためには、床梁の断面を大きくし
て床梁自体の強度を高めることによりねじれ変形を強く
しているのが現状である。2. Description of the Related Art Conventionally, in order to exert a strong strength against torsional deformation in a floor beam, it is necessary to increase the torsional deformation by increasing the cross section of the floor beam and increasing the strength of the floor beam itself. It is the current situation.
【0003】ところがこのように床梁の断面を大きくし
て床梁自体の強度を高めることでねじれ変形に対して強
い強度を発揮させるようにしたものにおいては、床梁の
断面が大きくて重量が増して、施工がし難くなり、ま
た、コストも高くなるという問題があった。However, in such a structure in which the cross section of the floor beam is enlarged to increase the strength of the floor beam itself so as to exert a strong strength against torsional deformation, the cross section of the floor beam is large and the weight is large. In addition, there is a problem that the construction becomes difficult and the cost increases.
【0004】[0004]
【発明が解決しようとする課題】本発明は上記の点に鑑
みてなされたものであり、床梁の断面を大きくしなくて
も簡単な構成で床梁のねじれ変形を防止することができ
る床の構造を提供することを課題とするものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and a floor which can prevent torsional deformation of a floor beam with a simple configuration without increasing the cross section of the floor beam. It is an object of the present invention to provide a structure.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するため
に本発明に係る床の構造は、床梁1の側面に取付けた片
持梁2の先部をその上に位置する床構造体3に固定して
成ることを特徴とするものである。このような構成とす
ることで、床梁1にかかるねじれ変形力を床梁1の側面
に取付けた片持梁2と片持梁2の先部を固定した床構造
体3とで保持して床梁1のねじれ変形を防止することが
できるものである。In order to solve the above-mentioned problems, a floor structure according to the present invention comprises a floor structure 3 on which a tip of a cantilever 2 attached to a side surface of a floor beam 1 is positioned. Characterized in that it is fixed to With such a configuration, the torsional deformation force applied to the floor beam 1 is held by the cantilever 2 attached to the side surface of the floor beam 1 and the floor structure 3 to which the tip of the cantilever 2 is fixed. The torsional deformation of the floor beam 1 can be prevented.
【0006】また、床梁1の略中央部の側面に複数の片
持梁2を取付けるとともに該複数の片持梁2を床梁1の
中央を中心にして対称に配設することが好ましい。この
ような構成とすることで、最も床梁1がねじれ変形しや
すい部位である略中央部において、複数の片持梁2と複
数の片持梁2の先部を固定した床構造体3とで床梁1に
かかるねじれ変形力を保持して床梁1のねじれ変形を防
止することができるものである。Further, it is preferable that a plurality of cantilever beams 2 be mounted on a side surface of a substantially central portion of the floor beam 1 and that the plurality of cantilever beams 2 be arranged symmetrically about the center of the floor beam 1. With such a configuration, the plurality of cantilever beams 2 and the floor structure 3 to which the front ends of the plurality of cantilever beams 2 are fixed are substantially provided at a substantially central portion where the floor beam 1 is most likely to be twisted and deformed. Accordingly, the torsional deformation of the floor beam 1 can be prevented by retaining the torsional deformation force applied to the floor beam 1.
【0007】また、床梁1に囲まれた空間に床構造体3
を構成する複数の床パネル4を横一列に並設して各床パ
ネル4を床梁1に連結し、複数の床パネル4が並んだ方
向と直交する方向の床梁1の長手方向の略中央部の側面
に取付けた片持梁2の先部をその上に位置する床構造体
3である床パネル4に固定し、複数の床パネル4の少な
くとも外周枠5同士が隣接する部分の付近において外周
枠5を床パネル4が並んだ方向の床梁1に固定すること
が好ましい。このような構成とすることで、複数の床パ
ネル4が並んだ方向と直交する方向の床梁1のねじれ変
形は該床梁1から突設した片持梁2と、片持梁2の先部
を固定した床構造体3とにより防止し、また、複数の床
パネル4が並んだ方向と平行な方向の床梁1のねじれ変
形は、複数の床パネル4の隣接する外周枠5が床梁1に
固定してあることで、床梁1のねじれ変形を防止するこ
とができるものである。In the space surrounded by the floor beams 1, a floor structure 3 is provided.
Are arranged side by side in a row, each floor panel 4 is connected to the floor beam 1, and the longitudinal direction of the floor beam 1 in the direction orthogonal to the direction in which the plurality of floor panels 4 are arranged is substantially the same. The front end of the cantilever 2 attached to the side surface of the central portion is fixed to the floor panel 4 which is the floor structure 3 located thereon, and at least a portion of the plurality of floor panels 4 where at least the outer peripheral frames 5 are adjacent to each other. It is preferable to fix the outer peripheral frame 5 to the floor beam 1 in the direction in which the floor panels 4 are arranged. With such a configuration, the torsional deformation of the floor beam 1 in a direction orthogonal to the direction in which the plurality of floor panels 4 are arranged is such that the cantilever 2 projecting from the floor beam 1 and the tip of the cantilever 2 The torsional deformation of the floor beam 1 in a direction parallel to the direction in which the plurality of floor panels 4 are arranged is prevented by the outer peripheral frame 5 adjacent to the plurality of floor panels 4. By being fixed to the beam 1, the torsional deformation of the floor beam 1 can be prevented.
【0008】[0008]
【発明の実施の形態】以下、本発明を添付図面に示す実
施形態に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on embodiments shown in the accompanying drawings.
【0009】図1には床の構造の一例が示してあり、通
し柱のような柱6間に床梁1が架設してあり、床梁1に
囲まれた空間に床構造体3を構成する複数の床パネル4
を横一列に並設して各床パネル4を床梁1に連結してあ
る。FIG. 1 shows an example of a floor structure. A floor beam 1 is provided between pillars 6 such as through columns, and a floor structure 3 is formed in a space surrounded by the floor beams 1. Multiple floor panels 4
Are arranged side by side in a row to connect each floor panel 4 to the floor beam 1.
【0010】床パネル4は図7に示すようなもので、断
面コ字状をした鋼材よりなる平面視長方形状をした外周
枠5内に外周枠5の長手方向と平行に断面コ字状をした
鋼材よりなる根太材6を複数本架設してパネル枠7を構
成し、このパネル枠7に床面板8を固着して平面視長方
形状の床パネル4が構成してある。[0010] The floor panel 4 is as shown in FIG. 7, and has a rectangular U-shaped cross-section in a rectangular outer peripheral frame 5 made of a steel material having a U-shaped cross section in parallel with the longitudinal direction of the outer frame 5. A panel frame 7 is formed by laying a plurality of steel joists 6 made of steel, and a floor panel 8 is fixed to the panel frame 7 to form a floor panel 4 having a rectangular shape in plan view.
【0011】床パネル4は図3、図4に示すように4隅
部分を接続金具9、10により床梁1に接続してある。
接続金具9は床梁1に固着され、この接続金具9の載置
片9aに床パネル4の外周枠5のコーナ部分を載置して
接続金具9にボルトにより固着してある。また、接続金
具10の載置片10aには隣接する床パネル4の外周枠
5の各コーナ部分を載置して接続金具10にボルトによ
り固着してある。また、隣接する床パネル4の外周枠5
同士は図6に示すようにスペーサ11を介してボルトに
より連結してある。As shown in FIGS. 3 and 4, the floor panel 4 has four corners connected to the floor beam 1 by connecting fittings 9 and 10.
The connection fitting 9 is fixed to the floor beam 1, the corner portion of the outer peripheral frame 5 of the floor panel 4 is placed on the mounting piece 9 a of the connection fitting 9, and is fixed to the connection fitting 9 with bolts. Each corner portion of the outer peripheral frame 5 of the adjacent floor panel 4 is placed on the mounting piece 10a of the connection fitting 10, and is fixed to the connection fitting 10 by a bolt. Also, the outer peripheral frame 5 of the adjacent floor panel 4
These are connected by bolts via spacers 11 as shown in FIG.
【0012】ここで、本発明においては、図5に示すよ
うに、複数の床パネル4が並んだ方向と直交する方向の
床梁1の長手方向の略中央部の側面に取付け金具12を
介して該床梁1と直角に片持梁2が突設してあり、この
片持梁2の上に該床梁1に隣接する床パネル4が載置さ
れ且つ片持梁2の先端が該床パネル4のパネル枠7(実
施形態では根太6)にボルトにより固着してある。In the present invention, as shown in FIG. 5, a mounting bracket 12 is provided on a side surface of a substantially central portion in the longitudinal direction of the floor beam 1 in a direction orthogonal to the direction in which the plurality of floor panels 4 are arranged. A cantilever 2 protrudes at right angles to the floor beam 1, and a floor panel 4 adjacent to the floor beam 1 is placed on the cantilever 2 and the tip of the cantilever 2 is The floor panel 4 is fixed to the panel frame 7 (the joist 6 in the embodiment) by bolts.
【0013】このように床梁1の側面に取付けた片持梁
2の先部をその上に位置する床構造体3に固着すること
で、当該床梁1に作用するねじれ変形力を床梁1の側面
に取付けた片持梁2と片持梁2の先部を固定した床構造
体3を構成する床パネル4とで保持して床梁1のねじれ
変形を防止することができるものであり、この結果、床
梁1の断面を大きくして床梁1自体でねじれ変形を防止
する必要がなく、床梁1の断面を小さくでき、床梁1の
重量が軽くなり、施工がしやすく且つコストを低減する
ことができるものである。By fixing the tip of the cantilever 2 attached to the side surface of the floor beam 1 to the floor structure 3 located thereon, the torsional deformation force acting on the floor beam 1 can be reduced. The cantilever 2 attached to the side surface of the floor 1 and a floor panel 4 constituting a floor structure 3 in which the tip of the cantilever 2 is fixed can prevent torsion deformation of the floor beam 1. Yes, as a result, there is no need to increase the cross section of the floor beam 1 to prevent torsional deformation of the floor beam 1 itself, the cross section of the floor beam 1 can be reduced, the weight of the floor beam 1 is reduced, and construction is easy. In addition, the cost can be reduced.
【0014】複数の床パネル4が並んだ方向と平行な床
梁1においては、図4に示すように複数の床パネル4の
少なくとも外周枠5同士が隣接する部分の付近において
外周枠5を床パネル4が並んだ方向と平行な方向の床梁
1に固定してあるので、外周枠5が前述の床パネル4が
並んだ方向と直交する方向の床梁1に取付けた片持梁2
と同じ役目をして床パネル4が並んだ方向と平行な方向
の床梁1のねじれ変形を防止することができるものであ
る。もちろん、複数の床パネル4が並んだ方向と平行な
床梁1にも側面に片持梁2を突設し、この片持梁2の先
端部を床構造体3である床パネル4に固着してもよいも
のである。In the floor beam 1 parallel to the direction in which the plurality of floor panels 4 are arranged, as shown in FIG. 4, the outer frame 5 is placed near at least the portion where the outer frames 5 are adjacent to each other. Since the outer frame 5 is fixed to the floor beam 1 in a direction perpendicular to the direction in which the floor panels 4 are arranged, the cantilever beam 2 is fixed to the floor beam 1 in a direction parallel to the direction in which the panels 4 are arranged.
It is possible to prevent the torsional deformation of the floor beam 1 in a direction parallel to the direction in which the floor panels 4 are arranged in the same manner as in the above. Of course, a cantilever 2 is also provided on the side of the floor beam 1 parallel to the direction in which the plurality of floor panels 4 are arranged, and the tip of the cantilever 2 is fixed to the floor panel 4 as the floor structure 3. It may be.
【0015】ところで、床梁1の側面に床梁1の長手方
向に対して直角方向に片持梁2を突設するに当たって
は、床梁1の長手方向の略中央部が最もねじれ変形しや
すいので、床梁1の長手方向の略中央部の側面から片持
梁2を突設するのが最も効果的である。この場合、図
1、図2に示す実施形態では床梁1の長手方向の略中央
部から1本の片持梁2を突設した実施形態を示したが、
複数の片持梁2を突設するに当たり、図8のように床梁
1の略中央部の側面に複数の片持梁2を取付けるととも
に該複数の片持梁2を床梁1の中央を中心にして対称に
配設するようにしてもよいものである。このような構成
とすることで、最も床梁1がねじれ変形しやすい部位で
ある略中央部において、複数の片持梁2と複数の片持梁
2の先部を固定した床構造体3とにより床梁1にかかる
ねじれ変形力を保持して床梁1のねじれ変形を防止する
ことができることになる。When the cantilever 2 is projected from the side surface of the floor beam 1 in a direction perpendicular to the longitudinal direction of the floor beam 1, a substantially central portion in the longitudinal direction of the floor beam 1 is most likely to be twisted and deformed. Therefore, it is most effective to project the cantilever 2 from the side surface of the floor beam 1 substantially at the center in the longitudinal direction. In this case, the embodiment shown in FIGS. 1 and 2 shows an embodiment in which one cantilever 2 is protruded from a substantially central portion of the floor beam 1 in the longitudinal direction.
In protruding the plurality of cantilevers 2, as shown in FIG. 8, a plurality of cantilevers 2 are attached to side surfaces of a substantially central portion of the floor beam 1, and the plurality of cantilevers 2 are attached to the center of the floor beam 1. It may be arranged symmetrically with respect to the center. With such a configuration, the plurality of cantilever beams 2 and the floor structure 3 to which the front ends of the plurality of cantilever beams 2 are fixed are substantially provided at a substantially central portion where the floor beam 1 is most likely to be twisted and deformed. Accordingly, the torsional deformation of the floor beam 1 can be prevented while maintaining the torsional deformation force applied to the floor beam 1.
【0016】なお、上記実施形態においては床構造体3
として床パネル4の例につき説明したが、大引、根太を
組み立てて床構造体3を構成したものであってもよいの
はもちろんである。In the above embodiment, the floor structure 3
As an example, the floor panel 4 has been described, but it is a matter of course that the floor structure 3 may be constructed by assembling a joist and a joist.
【0017】[0017]
【発明の効果】上記のように本発明の請求項1記載の発
明にあっては、床梁の側面に取付けた片持梁の先部をそ
の上に位置する床構造体に固定してあるので、床梁にか
かるねじれ変形力を床梁の側面に取付けた片持梁と片持
梁の先部を固定した床構造体とで保持して床梁のねじれ
変形を防止することができ、この結果、床梁の断面を大
きくしなくても簡単な構成で床梁のねじれ変形を防止す
ることができ、床梁の軽量化が図れ、施工性が向上し、
コストも低下できるものである。As described above, according to the first aspect of the present invention, the tip of the cantilever attached to the side surface of the floor beam is fixed to the floor structure located thereon. Therefore, it is possible to prevent the torsional deformation of the floor beam by holding the torsional deformation force applied to the floor beam with the cantilever attached to the side surface of the floor beam and the floor structure with the tip of the cantilever fixed. As a result, it is possible to prevent torsional deformation of the floor beam with a simple configuration without increasing the cross section of the floor beam, to reduce the weight of the floor beam, and to improve workability,
Costs can also be reduced.
【0018】また、請求項2記載の発明にあっては、上
記請求項1記載の発明の効果に加えて、床梁の略中央部
の側面に複数の片持梁を取付けるとともに該複数の片持
梁を床梁の中央を中心にして対称に配設してあるので、
最も床梁がねじれ変形しやすい部位である略中央部にお
いて、複数の片持梁と複数の片持梁の先部を固定した床
構造体とで床梁にかかるねじれ変形力を保持して床梁の
ねじれ変形を防止することができて、特に大きなねじれ
変形力に対する保持力を発揮できるものである。According to the second aspect of the present invention, in addition to the effects of the first aspect of the present invention, a plurality of cantilever beams are attached to a side surface of a substantially central portion of the floor beam, and the plurality of pieces are provided. Since the beams are symmetrically arranged around the center of the floor beam,
At the approximate center, where the floor beam is most likely to be twisted, the floor structure holds the torsional deformation force applied to the floor beam by a plurality of cantilevers and a floor structure to which the tip portions of the cantilevers are fixed. The torsional deformation of the beam can be prevented, and a holding force against a particularly large torsional deformation force can be exhibited.
【0019】また、請求項3記載の発明にあっては、上
記請求項1又は請求項2記載の発明の効果に加えて、床
梁に囲まれた空間に床構造体を構成する複数の床パネル
を横一列に並設して各床パネルを床梁に連結し、複数の
床パネルが並んだ方向と直交する方向の床梁の長手方向
の略中央部の側面に取付けた片持梁の先部をその上に位
置する床構造体である床パネルに固定し、複数の床パネ
ルの少なくとも外周枠同士が隣接する部分の付近におい
て外周枠を床パネルが並んだ方向の床梁に固定してある
ので、複数の床パネルが並んだ方向と直交する方向の床
梁のねじれ変形は該床梁から突設した片持梁と、片持梁
の先部を固定した床構造体とにより防止し、また、複数
の床パネルが並んだ方向と平行な方向の床梁のねじれ変
形は、複数の床パネルの隣接する外周枠が床梁に固定し
てあることで、床梁のねじれ変形を防止することがで
き、複数の床パネルの並列方向と直交する床梁及び複数
の床パネルの並列方向と平行な床梁のねじれ変形を合理
的な構成で防止することができるものである。According to the third aspect of the present invention, in addition to the effects of the first or second aspect, a plurality of floors constituting a floor structure in a space surrounded by floor beams. Panels are arranged side by side in a row, each floor panel is connected to a floor beam, and a cantilever attached to the side of the substantially central portion of the floor beam in the direction perpendicular to the direction in which the plurality of floor panels are arranged in the longitudinal direction. The front part is fixed to a floor panel which is a floor structure located thereon, and the outer peripheral frame is fixed to a floor beam in the direction in which the floor panels are arranged in the vicinity of at least a portion where the outer peripheral frames of the plurality of floor panels are adjacent to each other. Therefore, the torsional deformation of the floor beam in the direction perpendicular to the direction in which the plurality of floor panels are arranged is prevented by the cantilever projecting from the floor beam and the floor structure to which the tip of the cantilever is fixed. In addition, the torsional deformation of the floor beams in the direction parallel to the direction in which Since the outer peripheral frame of the floor is fixed to the floor beam, the torsional deformation of the floor beam can be prevented, and the floor beam and the parallel direction of the plurality of floor panels are orthogonal to the parallel direction of the plurality of floor panels. The torsional deformation of the parallel floor beams can be prevented with a reasonable configuration.
【図1】本発明の一実施形態の斜視図である。FIG. 1 is a perspective view of one embodiment of the present invention.
【図2】同上の概略平面図である。FIG. 2 is a schematic plan view of the same.
【図3】(a)は図2のA部分の拡大平面図であり、
(b)は図2のA部分の拡大縦断面図である。FIG. 3A is an enlarged plan view of a portion A in FIG. 2;
FIG. 3B is an enlarged vertical sectional view of a portion A in FIG. 2.
【図4】(a)は図2のB部分の拡大平面図であり、
(b)は図2のB部分の拡大縦断面図である。FIG. 4A is an enlarged plan view of a portion B in FIG. 2;
FIG. 3B is an enlarged vertical sectional view of a portion B in FIG. 2.
【図5】(a)は図2のC部分の拡大平面図であり、
(b)は図2のC部分の拡大縦断面図である。FIG. 5A is an enlarged plan view of a portion C in FIG. 2;
FIG. 3B is an enlarged vertical sectional view of a portion C in FIG. 2.
【図6】(a)は図2のD部分の拡大平面図であり、
(b)は図2のD部分の拡大縦断面図である。FIG. 6A is an enlarged plan view of a portion D in FIG. 2,
FIG. 3B is an enlarged vertical sectional view of a portion D in FIG. 2.
【図7】同上に用いる床パネルの斜視図である。FIG. 7 is a perspective view of a floor panel used in the above.
【図8】本発明の他の実施形態の斜視図である。FIG. 8 is a perspective view of another embodiment of the present invention.
1 床梁 2 片持梁 3 床構造体 4 床パネル DESCRIPTION OF SYMBOLS 1 Floor beam 2 Cantilever 3 Floor structure 4 Floor panel
フロントページの続き (72)発明者 近藤 和也 大阪府豊中市新千里西町1丁目1番4号 ナショナル住宅産業株式会社内 (72)発明者 岩澤 成憲 大阪府豊中市新千里西町1丁目1番4号 ナショナル住宅産業株式会社内Continued on the front page (72) Inventor Kazuya Kondo 1-1-4 Shinsenri Nishimachi, Toyonaka City, Osaka Prefecture Inside the National Housing Industry Co., Ltd. (72) Inventor Shigenori Iwasawa 1-1-1, Shinsenri Nishimachi, Toyonaka City, Osaka Prefecture No. 4 Inside the National Housing Industry Co., Ltd.
Claims (3)
の上に位置する床構造体に固定して成ることを特徴とす
る床の構造。1. A floor structure comprising a cantilever beam attached to a side surface of a floor beam and a tip portion fixed to a floor structure located thereon.
取付けるとともに該複数の片持梁を床梁の中央を中心に
して対称に配設して成ることを特徴とする請求項1記載
の床の構造。2. The method according to claim 1, wherein a plurality of cantilever beams are mounted on a side surface of a substantially central portion of the floor beam, and the plurality of cantilever beams are symmetrically arranged around the center of the floor beam. Item 2. The floor structure according to item 1.
る複数の床パネルを横一列に並設して各床パネルを床梁
に連結し、複数の床パネルが並んだ方向と直交する方向
の床梁の長手方向の略中央部の側面に取付けた片持梁の
先部をその上に位置する床構造体である床パネルに固定
し、複数の床パネルの少なくとも外周枠同士が隣接する
部分の付近において外周枠を床パネルが並んだ方向の床
梁に固定して成ることを特徴とする請求項1又は請求項
2記載の床の構造。3. A plurality of floor panels constituting a floor structure are arranged side by side in a space surrounded by floor beams, each floor panel is connected to the floor beams, and the direction in which the plurality of floor panels are lined up. A tip of a cantilever attached to a side surface of a substantially central portion in a longitudinal direction of a floor beam in an orthogonal direction is fixed to a floor panel which is a floor structure located thereon, and at least outer peripheral frames of a plurality of floor panels are connected to each other. The floor structure according to claim 1 or 2, wherein an outer peripheral frame is fixed to a floor beam in a direction in which the floor panels are arranged in the vicinity of an adjacent portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11156612A JP2000345648A (en) | 1999-06-03 | 1999-06-03 | Structure for floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11156612A JP2000345648A (en) | 1999-06-03 | 1999-06-03 | Structure for floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000345648A true JP2000345648A (en) | 2000-12-12 |
Family
ID=15631549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11156612A Pending JP2000345648A (en) | 1999-06-03 | 1999-06-03 | Structure for floor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000345648A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018145746A (en) * | 2017-03-08 | 2018-09-20 | 株式会社竹中工務店 | Floor unit with beam and floor structure |
-
1999
- 1999-06-03 JP JP11156612A patent/JP2000345648A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018145746A (en) * | 2017-03-08 | 2018-09-20 | 株式会社竹中工務店 | Floor unit with beam and floor structure |
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