JP2003041698A - Floor slab connecting structure and floor slab connecting method - Google Patents

Floor slab connecting structure and floor slab connecting method

Info

Publication number
JP2003041698A
JP2003041698A JP2001229962A JP2001229962A JP2003041698A JP 2003041698 A JP2003041698 A JP 2003041698A JP 2001229962 A JP2001229962 A JP 2001229962A JP 2001229962 A JP2001229962 A JP 2001229962A JP 2003041698 A JP2003041698 A JP 2003041698A
Authority
JP
Japan
Prior art keywords
floor
floor slab
slab
slabs
joist
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
Application number
JP2001229962A
Other languages
Japanese (ja)
Inventor
Atsushi Yamane
淳 山根
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.)
Nishimatsu Construction Co Ltd
Original Assignee
Nishimatsu Construction Co Ltd
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 Nishimatsu Construction Co Ltd filed Critical Nishimatsu Construction Co Ltd
Priority to JP2001229962A priority Critical patent/JP2003041698A/en
Publication of JP2003041698A publication Critical patent/JP2003041698A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a floor slab connecting structure which contributes to saving in labor of floor slab welding work, facilitates connection of the floor slabs, eliminates a gap between abutting surfaces of the respective floor slabs, and facilitates water- proofing, and to provide a floor slab connecting method. SOLUTION: The floor slabs 1a, 1b are each formed of a floor plate material 2a, 2b and a plurality of floor joists 3a, 3b fixed to a lower surface of the floor plate material at predetermined intervals, and the floor slabs 1a, 1b thus formed are connected to each other to constitute the floor slab connecting structure. A connecting-side edge of one 1a of the floor slabs 1a, 1b connected to each other, is formed into a projecting edge 11, whereas a connecting-side edge of the other floor slab 1b is formed into a recessed edge 12. More specifically, the projecting edge 11 is formed such that the floor plate material 2a is protruded from the floor joist 3a located at the connecting-side edge of the one floor slab 1a, whereas the recessed edge 12 is formed such that the floor joist 3b located at the connecting-side edge of the other floor slab 1b is protruded from the floor plate material 2b. Both the floor slabs 1a, 1b are connected to each other by fixing the floor plate material 2a of the projecting edge 11 of the one floor slab 1a to an upper surface of the floor joist 3b of the recessed edge 12 of the other floor slab 1b.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、床面を形成する床
版の接合構造と、床版の接合方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor slab joining structure for forming a floor surface and a floor slab joining method.

【0002】[0002]

【従来の技術】鉄骨構造床には、周知のように、小梁間
または大梁・小梁間に根太材を入れて、根太材に鋼板が
溶接されることによって施工されるものがある。また、
他の技術として、例えば、特開2000−129848
号公報記載の技術に知られるように、デッキプレートと
よばれる波形鋼板を、梁部材上に敷設して、軽量コンク
リートを打設することによって施工されるものもある。
2. Description of the Related Art As is well known, some steel structure floors are constructed by inserting a joist between the beams or between the girders and the joists and welding a steel plate to the joists. Also,
As another technique, for example, Japanese Patent Laid-Open No. 2000-129848
As is known in the art described in the publication, there is also a construction in which a corrugated steel plate called a deck plate is laid on a beam member and light concrete is poured.

【0003】[0003]

【発明が解決しようとする課題】ところで、小梁間また
は大梁・小梁間に根太材を入れたり、根太材に鋼板を溶
接するのは、手間を要する作業であった。また、デッキ
プレートを敷設する場合には、デッキプレートを突き合
わせた面に隙間が生じるという課題があった。そこで、
2000−129848号公報記載の技術では、デッキ
プレートとデッキプレートとの接合面に、粘着性のある
防水テープを接着して、突き合わせ面に生じた隙間を埋
めていた。また、デッキプレートを梁材に設置し、固定
する際には、デッキプレートを梁材にボルト等で固定す
るため、床下からの作業を必要とする場合がある。その
場合には床下に足場を設けなければならず、手間がかか
っていた。本発明の課題は、床版の溶接作業を省力し、
容易に接合できるとともに、床版の突き合わせ面に、隙
間がなく、かつ、簡易に防水処理することのできる床版
接合構造および床版接合方法を提供することである。
By the way, it is a labor-intensive work to insert a joist between the beams or between the joists and the joists and to weld a steel plate to the joists. Further, when laying the deck plates, there is a problem that a gap is created on the surfaces where the deck plates are abutted. Therefore,
In the technique described in 2000-129848, an adhesive waterproof tape is adhered to the joint surface between the deck plate and the deck plate to fill the gap formed in the abutting surface. In addition, when installing and fixing the deck plate to the beam, the deck plate may be fixed to the beam with bolts or the like, which may require work from below the floor. In that case, scaffolding had to be provided under the floor, which was troublesome. An object of the present invention is to save the welding work of the floor slab,
To provide a floor slab joint structure and a floor slab joint method that can be easily joined, have no gaps on the abutting surface of the floor slab, and can be easily waterproofed.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、請求項1記載の発明は、床板材2a、2bの下面に
複数の根太材3a、3bが所定間隔で固定されてなる床
版1a、1bどうしを接合した床版接合構造であって、
互いに接合すべき床版1a、1bのうち、一方の床版1
aの接合側端部は凸状端部11とされ、他方の床版1b
の接合側端部は凹状端部12とされており、前記凸状端
部11は、一方の床版1aの接合側端部に位置する根太
材3aより床板材2aが突出して成り、前記凹状端部1
2は、他方の床版1bの接合側端部に位置する根太材3
bが床板材2bより突出して成り、床版1a、1bどう
しは、一方の床版1aの凸状端部11の床板材2aを、
他方の床版1bの凹状端部12の根太材3bの上面に固
定することによって、接合されていることを特徴とす
る。
In order to solve the above problems, the invention according to claim 1 is a floor slab in which a plurality of joists 3a and 3b are fixed to a lower surface of floor boards 2a and 2b at predetermined intervals. A floor slab joint structure in which 1a and 1b are joined,
One of the floor slabs 1a and 1b to be joined to each other
The joining side end of a is a convex end 11, and the other floor slab 1b
The end portion on the joining side of is a concave end portion 12, and the convex end portion 11 is formed by the floor plate material 2a protruding from the joist material 3a located on the joining side end portion of one floor slab 1a. End 1
2 is a joist 3 located at the end of the other floor slab 1b on the joining side
b is projected from the floor plate 2b, and the floor slabs 1a and 1b are the same as the floor plate 2a of the convex end 11 of one floor slab 1a.
It is characterized by being joined by fixing to the upper surface of the joist 3b of the concave end 12 of the other floor slab 1b.

【0005】なお、床版1a、1bの四方の縁端部にそ
れぞれ接合側端部を設けて互いに接合させてもよい。こ
のとき、互いに隣接して接合される床版1a、1bの接
合側端部において、一方の床版1aの接合側端部が凸状
端部11とされ、他方の床版1bの接合側端部が凹状端
部12とされればよい。また、床板材2a、2bおよび
根太材3a、3bは、鋼板や鋼材からなるものや、木板
や木材からなるもの等、様々な材質からものを用いるこ
とができ、床版1a、1bの用途に適合する適切な材質
であればよい。
The floor slabs 1a and 1b may be joined to each other by providing joining end portions on the four edge portions. At this time, at the joining side ends of the floor slabs 1a and 1b that are joined adjacent to each other, the joining side end of one floor slab 1a is a convex end 11 and the joining side end of the other floor slab 1b. The part may be the concave end part 12. Further, the floor board materials 2a, 2b and joists 3a, 3b can be made of various materials such as steel plate or steel material, wood board or wood, and can be used for the floor slabs 1a, 1b. Any suitable material may be used.

【0006】請求項1記載の発明によれば、床板材の下
面に複数の根太材が所定間隔で固定されてなる床版どう
しを接合しているので、床を構築する際に、小梁間、ま
たは大梁・小梁間に根太材を入れたり、根太材に床板を
固定する必要はない。従って、床を構築する際の工数を
削減することができる。また、前記一方の床版の接合側
端部が凸状端部とされ、前記他方の床版の接合側端部は
凹状端部とされているので、前記凹状端部に前記凸状端
部を重ね合わせて、床版を敷設するのが容易である。
According to the first aspect of the present invention, since the floor slabs having the plurality of joists secured to the lower surface of the floor board at predetermined intervals are joined together, when the floor is constructed, the space between the beams is Alternatively, it is not necessary to insert a joist between the girders and joists or fix the floorboard to the joist. Therefore, it is possible to reduce the number of steps when constructing the floor. Further, since the joining side end of the one floor slab is a convex end, and the joining side end of the other floor slab is a concave end, the convex end is formed on the concave end. It is easy to lay the floor slabs by stacking.

【0007】前記凸状端部の床板材は、前記凹状端部の
根太材の上面に固定されて、床版どうしが互いに接合さ
れている。従って、前記凸状端部の床板材と前記凹状端
部の床板材との間に隙間が生じたとしても、凹状端部の
根太材の上面に、両床板材が固定されているので、互い
に接合された床版どうしには隙間が生じない。
The floor board material at the convex end portion is fixed to the upper surface of the joist material at the concave end portion, and the floor slabs are joined to each other. Therefore, even if there is a gap between the floor board material of the convex end and the floor board material of the concave end, since both floor board members are fixed to the upper surface of the joist of the concave end portion, There is no gap between the joined floor slabs.

【0008】また、床板材の下面に複数の根太材が所定
間隔で固定されてなる床版どうしを、一方の床版の凸状
端部の床板材を、他方の床版の凹状端部の根太材に固定
しているので、接合された床版の床板面を平らに保つこ
とができる。
In addition, a floor slab having a plurality of joists fixed to the lower surface of the floor slab at a predetermined interval is used. Since it is fixed to the joist, the floor board surface of the joined floor slab can be kept flat.

【0009】請求項2記載の発明は、請求項1記載の床
版1a、1bの接合構造において、前記床版1a、1b
が、鋼板で形成された床板材2a、2bの下面に、鋼材
で形成された複数の根太材3a、3bを溶接することに
よって形成されており、床版1a、1bどうしは、一方
の床版1aの凸状端部11の床板材2aを、他方の床版
1bの凹状端部12の根太材3bの上面に溶接すること
によって、接合されていることを特徴とする。
According to a second aspect of the present invention, in the joint structure of the floor slabs 1a and 1b according to the first aspect, the floor slabs 1a and 1b are provided.
Is formed by welding a plurality of joists 3a, 3b made of steel to the lower surface of the floorboards 2a, 2b made of steel plates, and the floor slabs 1a, 1b are one floor slab It is characterized by being joined by welding the floor board material 2a of the convex end 11a of 1a to the upper surface of the joist 3b of the concave end 12 of the other floor slab 1b.

【0010】請求項2記載の発明によれば、請求項1と
同様の効果が得られるのは勿論のこと、請求項1記載の
床版の接合構造において、前記床版は、鋼板で形成され
た床板材の下面に、鋼材で形成された複数の根太材が溶
接されて形成されている。そして、床を構築する際に
は、一方の床版の凸状端部の床板材を、他方の床版の凹
状端部の根太材の上面に溶接することによって、床版ど
うしが接合されている。従って、床を構築する際に、現
場で、鋼板と根太材を溶接する手間を大幅に削減するこ
とができる。また、予め、工場等で鋼板に根太材を溶接
して固定しておくことができるので、品質を画一に保つ
ことができる。
According to the second aspect of the invention, the same effects as in the first aspect can be obtained, and in the floor slab joint structure according to the first aspect, the floor slab is formed of a steel plate. A plurality of joists made of steel are welded to the lower surface of the floor board. Then, when building the floor, by welding the floor board material of the convex end of one floor slab to the upper surface of the joist material at the concave end of the other floor slab, the floor slabs are joined together. There is. Therefore, when constructing the floor, the time and effort of welding the steel plate and the joist on site can be significantly reduced. Further, since the joist can be fixed to the steel plate by welding in advance at a factory or the like, the quality can be kept uniform.

【0011】また、一方の床版の床板材と他方の床版の
床板材とが、前記凹状端部の根太材に溶接されることに
よって接合されているので、床版どうしの接合部に隙間
が生じることがない。また、床版を小梁間、または大梁
・小梁間に敷設し、床版どうしを接合する作業を全て床
版の表側から行うことができる。このため、床下に足場
を設ける必要はなく、作業の効率が高まる。
Further, since the floor board material of one floor slab and the floor board material of the other floor slab are joined by being welded to the joists of the concave end portions, there is a gap between the joint portions of the floor slabs. Does not occur. Further, it is possible to lay the floor slabs between the girders or between the girders and the girders, and perform all the operations for joining the slabs from the front side of the slabs. Therefore, it is not necessary to provide a scaffold under the floor, and work efficiency is improved.

【0012】請求項3記載の発明は、請求項1または2
記載の床版1a、1bの接合構造において、前記凸状端
部12の床板材2aと、前記凹状端部12の床板材2b
との間に隙間4が設けられており、この隙間4に水密材
5が充填されていることを特徴とする。
The invention according to claim 3 is the invention according to claim 1 or 2.
In the joining structure of the floor slabs 1a and 1b described above, the floor board 2a of the convex end 12 and the floor board 2b of the concave end 12 are described.
A gap 4 is provided between the gap 4 and the gap 4, and the gap 4 is filled with a watertight material 5.

【0013】請求項3記載の発明によれば、請求項1ま
たは2と同様の効果が得られるのは勿論のこと、請求項
1または2記載の床版の接合構造において、前記凸状端
部の床板材と、前記凹状部端部の床板材との間に設けら
れた隙間に、水密材が充填されているので、互いに接合
された床版の接合部に防水性能を持たせることができ
る。
According to the third aspect of the invention, the same effects as those of the first or second aspect can be obtained, and in the floor slab joint structure according to the first or second aspect, the convex end portion is provided. Since the watertight material is filled in the gap provided between the floor plate material and the floor plate material at the end of the recessed portion, it is possible to give waterproof performance to the joint portion of the floor slabs joined to each other. .

【0014】請求項4記載の発明は、請求項2記載の床
版1a、1bの接合構造を得るための床版1a、1bの
接合方法であって、他方の床版1bを設置した後、この
他方の床版1bに隣接して一方の床版1aを設置すると
ともに、この一方の床版1aの凸状端部11の床板材2
aを、他方の床版1bの凹状端部12の根太材3bの上
面に、全周溶接することを特徴とする。
A fourth aspect of the present invention is a method of joining floor slabs 1a and 1b to obtain a joint structure of floor slabs 1a and 1b according to the second aspect, wherein after the other floor slab 1b is installed, One floor slab 1a is installed adjacent to the other floor slab 1b, and the floor plate material 2 of the convex end 11 of the one floor slab 1a is installed.
It is characterized in that a is entirely welded to the upper surface of the joist 3b of the concave end 12 of the other floor slab 1b.

【0015】請求項4記載の発明によれば、前記床版
は、鋼板からなる床板材の下面に鋼材からなる複数の根
太材が所定間隔で溶接されているので、床を構築する際
に小梁間、または大梁・小梁間に根太材を入れたり、根
太材に鋼板を溶接する必要はない。従って、床を構築す
る際の現場での工数を削減させることができる。また、
前記他方の床版を設置した後、この他方の床版に隣接し
て一方の床版を設置し、前記一方の床版の凸状端部の床
板材を、他方の床版の凹状端部の根太材の上面に固定し
ている。このため、床版どうしを隙間なく設置するのが
容易である。
According to the fourth aspect of the present invention, in the floor slab, since a plurality of joists made of steel are welded to the lower surface of the floor board made of steel at a predetermined interval, it is possible to construct a small floor. There is no need to insert joists between the beams, or between the girders and joists, or weld steel plates to the joists. Therefore, it is possible to reduce the number of man-hours on the site when constructing the floor. Also,
After installing the other floor slab, install one floor slab adjacent to the other floor slab, the floor plate material of the convex end of the one floor slab, the concave end of the other floor slab It is fixed on the upper surface of the joist. Therefore, it is easy to install the floor slabs without a gap.

【0016】また、前記一方の床版の凸状端部の床板材
を、他方の床版の凹状端部の根太材の上に全周溶接して
接合しているので、接合された床版どうしの接合部から
雨水等が浸入することはない。また、床版を小梁間ある
いは大梁・小梁間に設置し、床版どうしを接合する作業
を床版の表側から全て行うことができるので、床下に足
場を組まなくてもよく、床を構築する際の作業効率を向
上させることができる。
Further, since the floor board material at the convex end portion of the one floor slab is entirely welded and joined to the joist material at the concave end portion of the other floor slab, the joined floor slabs are joined together. Rainwater will not enter from the joints between them. In addition, since the floor slabs can be installed between crossbeams or between large girders / crossbeams, and the work of joining the floor slabs can be done from the front side of the floor slabs, there is no need to build scaffolding under the floors, and the floor is constructed. In this case, work efficiency can be improved.

【0017】請求項5記載の発明は、請求項3記載の床
版1a、1bの接合構造を得るための床版1a、1bの
接合方法であって、他方の床版1bを設置した後、この
他方の床版1bに隣接して一方の床版1aを設置すると
ともに、この一方の床版1aの凸状端部11の床板材2
aを、他方の床版1bの凹状端部12の根太材3bの上
面に固定し、次に、前記凸状端部11の床板材2aと、
前記凹状端部12の床板材2bとの間の隙間4に水密材
5を充填することを特徴とする。
A fifth aspect of the present invention is a method of joining floor slabs 1a and 1b to obtain a joint structure of floor slabs 1a and 1b according to the third aspect, wherein after the other floor slab 1b is installed, One floor slab 1a is installed adjacent to the other floor slab 1b, and the floor plate material 2 of the convex end 11 of the one floor slab 1a is installed.
a is fixed to the upper surface of the joist 3b of the concave end 12 of the other floor slab 1b, and then the floor board 2a of the convex end 11 and
A watertight material 5 is filled in a gap 4 between the concave end 12 and the floor plate 2b.

【0018】請求項5記載の発明によれば、床板材の下
面に複数の根太材が所定間隔で固定されているので、床
を構築する際に小梁間、または大梁・小梁間に根太材を
入れる必要はなく、床を構築する際の工数を削減させる
ことができる。また、前記他方の床版を設置した後、こ
の他方の床版に隣接して一方の床版を設置し、前記一方
の床版の凸状端部の床板材を、他方の床版の凹状端部の
根太材の上面に固定している。このため、接合された床
版どうしに隙間を生じさせることがない。
According to the fifth aspect of the present invention, since a plurality of joists is fixed to the lower surface of the floor board at predetermined intervals, the joists are used between the beams or between the girders and joists when constructing the floor. There is no need to put it in, and it is possible to reduce the number of steps when constructing the floor. Also, after installing the other floor slab, install one floor slab adjacent to the other floor slab, the floor plate material of the convex end of the one floor slab, the concave of the other floor slab It is fixed to the upper surface of the joist at the end. Therefore, no gap is created between the joined floor slabs.

【0019】また、前記凸状端部の床板材と、前記凹状
端部の床板材との間に隙間が設けられており、この隙間
は凹状端部の根太材の上面に形成されるので、根太材に
よって、水密材の流出を防ぐことができ、水密材を充填
するのが容易である。
Further, there is a gap between the floor plate of the convex end and the floor plate of the concave end, and this gap is formed on the upper surface of the joist at the concave end. The joist can prevent the watertight material from flowing out, and the watertight material can be easily filled.

【0020】[0020]

【発明の実施の形態】以下、図面を参照して、本発明に
かかる床版1a、1bの接合構造および床版1a、1b
の接合方法における実施の形態について詳細に説明す
る。本実施の形態において、図1および2に示す床版1
a、1bは、鉄骨構造床を形成するものである。特に図
示しないが、床版1a、1bは、小梁間、および大梁・
小梁間に敷設されて、互いに接合されている。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, with reference to the drawings, a joint structure of floor slabs 1a and 1b and floor slabs 1a and 1b according to the present invention.
An embodiment of the joining method will be described in detail. In this embodiment, the floor slab 1 shown in FIGS. 1 and 2 is used.
a and 1b form a steel structure floor. Although not particularly shown, floor slabs 1a and 1b are
They are laid between the beams and joined together.

【0021】図1の(b)に示すように、本実施の形態
の床版接合構造は以下のようになっている。床板材2
a、2bの下面に、複数の根太材3a、3bが所定間隔
で固定されてなる床版1a、1bどうしが互いに接合さ
れている。そして、一方の床版1aの接合側端部は凸状
端部11とされ、他方の床版1bの接合側端部は凹上端
部12とされている(図1及び図2参照)。
As shown in FIG. 1B, the floor slab joint structure of this embodiment is as follows. Floor board material 2
Floor slabs 1a and 1b each having a plurality of joists 3a and 3b fixed at predetermined intervals are joined to the lower surfaces of a and 2b. The end of the floor slab 1a on the joint side is a convex end 11, and the end of the floor slab 1b on the joint side is a concave upper end 12 (see FIGS. 1 and 2).

【0022】前記床板材2a、2bは、鋼板からなり、
前記根太材3a、3bは開口部31を有する溝型鋼から
形成され、溶接によって互いに固定されている。前記根
太材3a、3bは、床版1a、1bの接合側端部に平行
に、かつ、溝型鋼の開口部31が一定の方向に向くよう
に床板材2a、2bに固定されている。床版1a、1b
の接合側端部においては、開口部31を床版1a、1b
の中央部に向けて、床版1a、1bどうしを接合させた
ときに、溝型鋼が背中合わせになるように、根太材3
a、3bは床板材2a、2bに取り付けられている(図
1の(b)参照)。
The floor boards 2a and 2b are made of steel plates,
The joists 3a and 3b are made of channel steel having an opening 31 and are fixed to each other by welding. The joists 3a, 3b are fixed to the floor boards 2a, 2b in parallel with the ends of the floor slabs 1a, 1b on the joining side and with the openings 31 of the channel steel facing in a fixed direction. Floor slab 1a, 1b
At the joint side end of the
So that when the floor slabs 1a and 1b are joined to each other toward the center of the slab, the channel steels are back to back.
a and 3b are attached to the floor boards 2a and 2b (see (b) of FIG. 1).

【0023】図1および図2に示すように、前記凸状端
部11は、一方の床版1aの接合側端部に位置する根太
材3aより床板材2aが突出している。そして、前記凹
状端部12は、他方の床版1bの接合側端部に位置する
根太材3bが床板材2bより突出している。また、一方
の床版1aには、接合側端部に設けられた凸状端部11
の反対側に位置する縁端部に凹状端部12が設けられて
いる。
As shown in FIGS. 1 and 2, the convex end portion 11 has a floor plate member 2a protruding from a joist member 3a located at an end portion on the joining side of one floor slab 1a. In addition, in the concave end portion 12, a joist 3b located at an end portion on the joining side of the other floor slab 1b projects from the floor plate 2b. In addition, one floor slab 1a has a convex end 11 provided at the end on the joining side.
A concave end 12 is provided at the edge located on the opposite side.

【0024】床版1a、1bの接合部において、一方の
床版1aの凸状端部11の床板材2aが、他方の床版1
bの凹状端部12の根太材3bの上面に溶接されて接合
されている。凸状端部11の床板材2aと凹状端部12
の床板材2bとの間には隙間4が形成され、図1の
(b)に示すように、前記隙間4にはコーキング材(水
密材)5が充填されている。
At the joint between the floor slabs 1a and 1b, the floor plate material 2a at the convex end 11 of one floor slab 1a is replaced by the other floor slab 1
It is welded and joined to the upper surface of the joist 3b of the concave end 12 of b. Floor board 2a and concave end 12 of the convex end 11
A gap 4 is formed between the floor plate member 2b and the floor plate member 2b, and as shown in FIG. 1B, the gap 4 is filled with a caulking material (watertight material) 5.

【0025】上記の床版1a、1bの接合構造を得るた
めには、以下の接合方法に従う。まず、所定の位置に他
方の床版1bを設置する。そして、この他方の床版1b
に隣接して一方の床版1aを設置するとともに、この一
方の床版1aの凸状端部11の床板材2aを、他方の床
版1bの凹状端部12の根太材3bの上面に、溶接し、
固定する。このとき、凸状端部11の床板材2aと凹状
端部12の床板材2bとの間に隙間4ができるように床
版1a、1bを設置する位置を調節しておく。次に、前
記凸状端部11の床板材2aと、前記凹状端部12の床
板材2bとの間の隙間4にコーキング材5を充填する。
In order to obtain the joint structure of the floor slabs 1a and 1b, the following joining method is used. First, the other floor slab 1b is installed at a predetermined position. And the other floor slab 1b
One floor slab 1a is installed adjacent to the floor slab 1a, and the floor board 2a of the convex end 11 of the one floor slab 1a is placed on the upper surface of the joist 3b of the concave end 12 of the other floor slab 1b. Welded,
Fix it. At this time, the positions at which the floor slabs 1a and 1b are installed are adjusted so that a gap 4 is formed between the floor plate 2a of the convex end 11 and the floor plate 2b of the concave end 12. Next, the caulking material 5 is filled in the gap 4 between the floor plate 2a of the convex end 11 and the floor plate 2b of the concave end 12.

【0026】同様にして、一方の床版1aの他の縁端部
に設けられた凹状端部12に、他の床版の凸状端部11
を重ね合わせて固定する。以上を所定回数繰り返すこと
によって、鉄骨構造床の床面が構築される。
Similarly, the concave end 12 provided at the other edge of one floor slab 1a is connected to the convex end 11 of the other floor slab.
And stack and fix. By repeating the above a predetermined number of times, the floor surface of the steel frame structure floor is constructed.

【0027】本実施の形態によれば、前記床版1a、1
bは、鋼板で形成された床板材2a、2bの下面に、鋼
材で形成された複数の根太材3a、3bが溶接されて形
成されている。従って、床を構築する際に、小梁間、ま
たは大梁・小梁間に根太材3a、3bを入れる必要がな
く、作業工数が削減する。
According to this embodiment, the floor slabs 1a, 1 are
b is formed by welding a plurality of joists 3a and 3b made of steel to the lower surfaces of floor boards 2a and 2b made of steel. Therefore, when constructing the floor, it is not necessary to insert the joists 3a and 3b between the small beams or between the large beams and the small beams, and the number of working steps is reduced.

【0028】また、根太材3a、3bに床板材2a、2
bが溶接されて、固定されているので、建築現場で、根
太材3a、3bに床板材2a、2bを溶接して、固定す
る必要がなく、作業工数を削減するとともに、溶接作業
を大幅に減少させることができる。また、予め、工場等
で鋼板に根太材3a、3bを固定しておくことができる
ので、品質を画一に保つことができる。
In addition, floor boards 2a and 2 are attached to joists 3a and 3b.
Since b is welded and fixed, there is no need to weld and fix floor boards 2a and 2b to joists 3a and 3b at the construction site, reducing the man-hours required for welding and significantly reducing welding work. Can be reduced. Moreover, since the joists 3a and 3b can be fixed to the steel plates in advance in a factory or the like, the quality can be kept uniform.

【0029】また、前記一方の床版1aの接合側端部が
凸状端部11とされ、前記他方の床版1bの接合側端部
は凹状端部12とされているので、前記凹状端部12に
前記凸状端部11を重ね合わせて、床版1a、1bを敷
設するのが容易である。
Further, since the joining side end of the one floor slab 1a is a convex end 11 and the joining side end of the other floor slab 1b is a concave end 12, the concave end is formed. It is easy to lay the floor slabs 1a and 1b by superimposing the convex end portion 11 on the portion 12.

【0030】床を構築する際には、一方の床版1aの凸
状端部11の床板材2aを、他方の床版1bの凹状端部
12の根太材3bの上面に溶接すれば、床版1a、1b
どうしを接合させることができる。このため、床版1
a、1bどうしを接合するのが容易である。また、一方
の床版1aの床板材2aと他方の床版1bの床板材2b
とが、前記凹状端部12の根太材3bに溶接されること
によって接合されているので、床版1a、1bどうしの
接合部に隙間4が生じることがない。
When constructing the floor, the floor plate 2a at the convex end 11 of one floor slab 1a is welded to the upper surface of the joist 3b at the concave end 12 of the other floor slab 1b. Edition 1a, 1b
You can join each other. Therefore, floor slab 1
It is easy to join a and 1b. Further, the floor plate 2a of one floor slab 1a and the floor plate 2b of the other floor slab 1b.
And are joined by welding to the joist 3b of the concave end 12 so that no gap 4 is formed at the joint between the floor slabs 1a and 1b.

【0031】また、床板材2a、2bの下面に複数の根
太材3a、3bが所定間隔で固定されてなる床版1a、
1bどうしを、一方の床版1aの凸状端部11の床板材
2aを、他方の床版1bの凹状端部12の根太材3bに
固定しているので、接合された床版1a、1bの床板面
を平らに保つことができる。
A floor slab 1a having a plurality of joists 3a and 3b fixed to the lower surface of the floor boards 2a and 2b at predetermined intervals,
Since the floor boards 2a of the convex end 11 of one floor slab 1a are fixed to the joists 3b of the concave end 12 of the other floor slab 1b, the floor slabs 1a, 1b joined together are joined together. The floorboard surface of can be kept flat.

【0032】また、床版1a、1bを小梁間、または大
梁・小梁間に敷設し、床版1a、1bどうしを接合する
作業を全て床版1a、1bの表側から行うことができ
る。このため、床下に足場を設ける必要はなく、作業の
効率が高まる。
Further, the floor slabs 1a and 1b can be laid between the small beams or between the large and small beams, and all the operations for joining the floor slabs 1a and 1b can be performed from the front side of the floor slabs 1a and 1b. Therefore, it is not necessary to provide a scaffold under the floor, and work efficiency is improved.

【0033】また、前記凸状端部11の床板材2aと、
前記凹状部端部12の床板材2bとの間に設けられた前
記隙間4に、コーキング材5が充填されているので、互
いに接合された床版1a、1bの接合部に防水性能を持
たせることができる。また、前記凸状端部11の床板材
2aと、前記凹状端部12の床板材2bとの間に隙間4
が設けられており、この隙間4は凹状端部12の根太材
3bの上面に形成されている。従って、根太材3a、3
bによって、コーキング材5の流出を防ぐことができ、
コーキング材5を充填するのが容易である。
Also, the floor board 2a of the convex end portion 11,
Since the caulking material 5 is filled in the gap 4 provided between the recessed portion end 12 and the floor plate material 2b, the joint portions of the floor slabs 1a and 1b joined to each other have waterproof performance. be able to. In addition, a gap 4 is provided between the floor plate 2a of the convex end 11 and the floor plate 2b of the concave end 12.
Is provided, and the gap 4 is formed on the upper surface of the joist 3b of the concave end 12. Therefore, the joists 3a, 3
b can prevent the caulking material 5 from flowing out,
It is easy to fill the caulking material 5.

【0034】なお、本発明は、上記実施の形態に限定さ
れるものではなく、本発明の主旨を逸脱しない範囲で適
宜変更可能であることはもちろんである。例えば、本実
施の形態では、鉄骨構造床を形成する床版1a、1bと
したが、これに限定されるものではなく、木造住宅に設
けられる床やベランダなどの住宅の外部に取り付く防水
床としてもよいし、陸屋根の屋根材等として用いても良
い。また、住宅等の建築物に限定されるものでもなく、
橋、道路、駐車場等の床版に適用してもよい。
The present invention is not limited to the above-mentioned embodiment, and it is needless to say that the present invention can be appropriately modified without departing from the gist of the present invention. For example, in this embodiment, the floor slabs 1a and 1b forming the steel structure floor are used, but the floor slabs are not limited to this, and may be used as a waterproof floor attached to the outside of a house such as a floor provided in a wooden house or a veranda. It may be used as a roof material for a flat roof. In addition, it is not limited to buildings such as houses,
It may be applied to floor slabs such as bridges, roads and parking lots.

【0035】従って、前記床版1a、1bは、小梁間、
または大梁・小梁間に敷設されるものに限定されるもの
ではない。また、床版1a、1bは鋼板及び溝型鋼から
なるものに限定されるものでもなく、木製の板と根太材
からなるものとしてもよいし、適用される用途に従って
その材質や形状が選ばれればよい。また、本実施の形態
では、根太材3a、3bは溝型鋼からなるものとした
が、溝型鋼に限定されるものではなく、I型鋼であって
もよいし、H型鋼等であっても良い。床版1a、1bを
設置するときに安定性が良いものであると望ましい。
Therefore, the floor slabs 1a and 1b are
Or it is not limited to the one laid between the girder and the girder. Further, the floor slabs 1a, 1b are not limited to those made of steel plate and channel steel, and may be made of wood plate and joist, and if the material and shape are selected according to the application to be applied. Good. Further, in the present embodiment, the joists 3a and 3b are made of grooved steel, but the invention is not limited to grooved steel, and may be I-shaped steel, H-shaped steel or the like. . It is desirable that the floor slabs 1a and 1b have good stability when installed.

【0036】また、前記凸状端部11の床板材2aと、
前記凹状部端部の床板材2a、2bとの間に設けられた
隙間4に、コーキング材5が充填されているが、シーリ
ング材などの合成樹脂による水密材を充填してもよい。
また、コーキング材5等の水密材を前記隙間4に充填す
る代わりに、前記凸状端部11の床板を前記凹状端部1
2の根太材3bの上面に全周溶接することによって、接
合部を防水し、かつ、床版1a、1bどうしを接合して
もよい。この場合、溶接する手間が多少増加するが、水
密材を充填する手間を省くことができ、より高い防水性
能を付与することができる。
Further, the floor board 2a of the convex end portion 11,
Although the caulking material 5 is filled in the gap 4 provided between the floor plate materials 2a and 2b at the end of the concave portion, a watertight material made of synthetic resin such as a sealing material may be filled.
Further, instead of filling the watertight material such as caulking material 5 into the gap 4, the floor plate of the convex end 11 is replaced by the concave end 1.
The joint portion may be waterproofed and the floor slabs 1a and 1b may be joined by welding the entire circumference to the upper surface of the second joist 3b. In this case, although the labor for welding is increased to some extent, the labor for filling the watertight material can be omitted, and higher waterproof performance can be imparted.

【0037】また、本実施の形態において、接合側端部
は根太材3a、3bと平行に位置する縁端部に設けられ
るものとしたが、接合側端部は床版1a、1bの四方の
縁端部に設けられてもよい。このとき、互いに接合され
る床版1a、1bのうち一方の床版1aの接合側端部に
凸状端部11が形成され、他方の床版1bの接合側端部
に凹状端部12が形成されればよい。
Further, in the present embodiment, the joining-side end portion is provided at the edge portion located in parallel with the joist 3a, 3b, but the joining-side end portion is located on four sides of the floor slabs 1a, 1b. It may be provided at the edge. At this time, one of the floor slabs 1a and 1b to be joined to each other is formed with a convex end 11 at the joining side end, and the other floor slab 1b is provided with a concave end 12 at the joining side. It may be formed.

【0038】[0038]

【発明の効果】請求項1記載の発明によれば、床板材の
下面に複数の根太材が所定間隔で固定されてなる床版ど
うしを接合しているので、床を構築する際に、小梁間、
または大梁・小梁間に根太材を入れたり、根太材に床板
を固定する必要はない。従って、床を構築する際の工数
を削減することができる。また、前記一方の床版の接合
側端部が凸状端部とされ、前記他方の床版の接合側端部
は凹状端部とされているので、前記凹状端部に前記凸状
端部を重ね合わせて、床版を敷設するのが容易である。
According to the first aspect of the present invention, since the floor slabs each having a plurality of joists fixed to the lower surface of the floor board at a predetermined interval are joined together, it is possible to reduce the size of the floor when constructing the floor. Between beams,
Alternatively, it is not necessary to insert a joist between the girders and joists or fix the floorboard to the joist. Therefore, it is possible to reduce the number of steps when constructing the floor. Further, since the joining side end of the one floor slab is a convex end, and the joining side end of the other floor slab is a concave end, the convex end is formed on the concave end. It is easy to lay the floor slabs by stacking.

【0039】また、前記凸状端部の床板材は、前記凹状
端部の根太材の上面に固定されて、床版どうしが互いに
接合されている。従って、前記凸状端部の床板材と前記
凹状端部の床板材との間に隙間が生じたとしても、凹状
端部の根太材の上面に、両床板材が固定されているの
で、互いに接合された床版どうしには隙間が生じない。
The floor board material at the convex end is fixed to the upper surface of the joist at the concave end, and the floor slabs are joined to each other. Therefore, even if there is a gap between the floor board material of the convex end and the floor board material of the concave end, since both floor board members are fixed to the upper surface of the joist of the concave end portion, There is no gap between the joined floor slabs.

【0040】また、床板材の下面に複数の根太材が所定
間隔で固定されてなる床版どうしを、一方の床版の凸状
端部の床板材を、他方の床版の凹状端部の根太材に固定
しているので、接合された床版の床板面を平らに保つこ
とができる。
In addition, a floor slab composed of a plurality of joists fixed to the lower surface of the floor slab at a predetermined interval is used, one of the floor slabs having a convex end portion and the other of the slabs having a concave end portion. Since it is fixed to the joist, the floor board surface of the joined floor slab can be kept flat.

【0041】請求項2記載の発明によれば、請求項1と
同様の効果が得られるのは勿論のこと、請求項1記載の
床版接合構造において、前記床版は、鋼板で形成された
床板材の下面に、鋼材で形成された複数の根太材が溶接
されて形成されている。そして、床を構築する際には、
一方の床版の凸状端部の床板材を、他方の床版の凹状端
部の根太材の上面に溶接することによって、床版どうし
が接合されている。従って、床を構築する際に、現場
で、鋼板と根太材を溶接する手間を大幅に削減すること
ができる。また、予め、工場等で鋼板に根太材を溶接し
て固定しておくことができるので、品質を画一に保つこ
とができる。
According to the second aspect of the invention, the same effects as in the first aspect can be obtained, and in the floor slab joint structure according to the first aspect, the floor slab is formed of a steel plate. A plurality of joists made of steel are welded to the lower surface of the floor board. And when building a floor,
The floor slabs are joined together by welding the floor board material at the convex end of one floor slab to the upper surface of the joist at the concave end of the other floor slab. Therefore, when constructing the floor, the time and effort of welding the steel plate and the joist on site can be significantly reduced. Further, since the joist can be fixed to the steel plate by welding in advance at a factory or the like, the quality can be kept uniform.

【0042】また、一方の床版の床板材と他方の床版の
床板材とが、前記凹状端部の根太材に溶接されることに
よって接合されているので、床版どうしの接合部に隙間
が生じることがない。また、床版を小梁間、または大梁
・小梁間に敷設し、床版どうしを接合する作業を全て床
版の表側から行うことができる。このため、床下に足場
を設ける必要はなく、作業の効率が高まる。
Further, since the floor board material of one floor slab and the floor board material of the other floor slab are joined by being welded to the joists of the concave end portions, there is a gap between the joint portions of the floor slabs. Does not occur. Further, it is possible to lay the floor slabs between the girders or between the girders and the girders, and perform all the operations for joining the slabs from the front side of the slabs. Therefore, it is not necessary to provide a scaffold under the floor, and work efficiency is improved.

【0043】請求項3記載の発明によれば、請求項1ま
たは2と同様の効果が得られるのは勿論のこと、請求項
1または2記載の床版接合構造において、前記凸状端部
の床板材と、前記凹状部端部の床板材との間に設けられ
た隙間に、水密材が充填されているので、互いに接合さ
れた床版の接合部に防水性能を持たせることができる。
According to the third aspect of the invention, the same effect as that of the first or second aspect can be obtained, and in the floor slab joint structure according to the first or second aspect, the convex end portion Since the watertight material is filled in the gap provided between the floor board and the floor board at the end of the concave portion, the joints of the floor slabs joined to each other can have waterproof performance.

【0044】請求項4記載の発明によれば、前記床版
は、鋼板からなる床板材の下面に鋼材からなる複数の根
太材が所定間隔で溶接されているので、床を構築する際
に小梁間、または大梁・小梁間に根太材を入れたり、根
太材に鋼板を溶接する必要はない。従って、床を構築す
る際の現場での工数を削減させることができる。また、
前記他方の床版を設置した後、この他方の床版に隣接し
て一方の床版を設置し、前記一方の床版の凸状端部の床
板材を、他方の床版の凹状端部の根太材の上面に固定し
ている。このため、床版どうしを隙間なく設置するのが
容易である。
According to the fourth aspect of the present invention, in the floor slab, since a plurality of joists made of steel material are welded to the lower surface of the floor board material made of steel plate at a predetermined interval, it is possible to construct a small floor. There is no need to insert joists between the beams, or between the girders and joists, or weld steel plates to the joists. Therefore, it is possible to reduce the number of man-hours on the site when constructing the floor. Also,
After installing the other floor slab, install one floor slab adjacent to the other floor slab, the floor plate material of the convex end of the one floor slab, the concave end of the other floor slab It is fixed on the upper surface of the joist. Therefore, it is easy to install the floor slabs without a gap.

【0045】また、前記一方の床版の凸状端部の床板材
を、他方の床版の凹状端部の根太材の上に全周溶接し
て、接合しているので、接合された床版どうしの接合部
から雨水等が浸入することはない。また、床版を小梁間
あるいは大梁・小梁間に設置し、床版どうしを接合する
作業を床版の表側から全て行うことができるので、床下
に足場を組まなくてもよく、床を構築する際の作業効率
を向上させることができる。
Further, since the floor board material at the convex end portion of the one floor slab is welded all around to the joist material at the concave end portion of the other floor slab, the floor boards are joined together. Rainwater does not enter from the joints between the plates. In addition, since the floor slabs can be installed between crossbeams or between large girders / crossbeams, and the work of joining the floor slabs can be done from the front side of the floor slabs, there is no need to build scaffolding under the floors, and the floor is constructed. In this case, work efficiency can be improved.

【0046】請求項5記載の発明によれば、床板材の下
面に複数の根太材が所定間隔で固定されているので、床
を構築する際に小梁間、または大梁・小梁間に根太材を
入れる必要はなく、床を構築する際の工数を削減させる
ことができる。また、前記他方の床版を設置した後、こ
の他方の床版に隣接して一方の床版を設置し、前記一方
の床版の凸状端部の床板材を、他方の床版の凹状端部の
根太材の上面に固定している。このため、接合された床
版どうしに隙間を生じさせることがない。
According to the fifth aspect of the present invention, since a plurality of joists is fixed to the lower surface of the floor board at a predetermined interval, the joists are used between the beams or between the girders and joists when the floor is constructed. There is no need to put it in, and it is possible to reduce the number of steps when constructing the floor. Also, after installing the other floor slab, install one floor slab adjacent to the other floor slab, the floor plate material of the convex end of the one floor slab, the concave of the other floor slab It is fixed to the upper surface of the joist at the end. Therefore, no gap is created between the joined floor slabs.

【0047】また、前記凸状端部の床板材と、前記凹状
端部の床板材との間に隙間が設けられており、この隙間
は凹状端部の根太材の上面に形成されるので、根太材に
よって、水密材の流出を防ぐことができ、水密材を充填
するのが容易である。
Further, a gap is provided between the floor plate of the convex end and the floor plate of the concave end, and this gap is formed on the upper surface of the joist at the concave end. The joist can prevent the watertight material from flowing out, and the watertight material can be easily filled.

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

【図1】本発明にかかる床版接合方法を示す側面図(a)
と、床版接合構造を示す側面図(b)である。
FIG. 1 is a side view showing a floor slab joining method according to the present invention (a).
FIG. 3B is a side view (b) showing the floor slab joint structure.

【図2】本発明にかかる床版の斜視図である。FIG. 2 is a perspective view of a floor slab according to the present invention.

【符号の説明】[Explanation of symbols]

1a、1b 床版 11 凸状端部 12 凹状端部 2a、2b 床板材 3a、3b 根太材 4 (凸状端部の床板材と凹状端部の床板材との間
の)隙間 5 水密材
1a, 1b Floor slab 11 Convex end 12 Concave end 2a, 2b Floor plate 3a, 3b Joist 4 Gap 5 (between convex end floor plate and concave end floor plate)

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 床板材の下面に複数の根太材が所定間隔
で固定されてなる床版どうしを接合した床版接合構造で
あって、 互いに接合すべき床版のうち、一方の床版の接合側端部
は凸状端部とされ、他方の床版の接合側端部は凹状端部
とされており、 前記凸状端部は、一方の床版の接合側端部に位置する根
太材より床板材が突出して成り、 前記凹状端部は、他方の床版の接合側端部に位置する根
太材が床板材より突出して成り、 床版どうしは、一方の床版の凸状端部の床板材を、他方
の床版の凹状端部の根太材の上面に固定することによっ
て、接合されていることを特徴とする床版接合構造。
1. A floor slab joining structure in which a plurality of joists are fixed to a lower surface of a floor slab at predetermined intervals, and the floor slabs are joined to each other. The joining side end is a convex end, the joining side end of the other floor slab is a concave end, the convex end is a joist located at the joining side end of one floor slab The floorboard material is projected from the floor material, and the concave end is formed by the joist material located at the joining side end portion of the other floorboard protruding from the floorboard material, and the floorboards are convex edges of one floorboard. A floor slab joint structure characterized by being joined by fixing the floor board material of one part to the upper surface of the joist at the concave end of the other floor slab.
【請求項2】 請求項1記載の床版の接合構造におい
て、 前記床版が、鋼板で形成された床板材の下面に、鋼材で
形成された複数の根太材を溶接することによって形成さ
れており、 床版どうしは、一方の床版の凸状端部の床板材を、他方
の床版の凹状端部の根太材の上面に溶接することによっ
て、接合されていることを特徴とする床版接合構造。
2. The floor slab joint structure according to claim 1, wherein the floor slab is formed by welding a plurality of joists formed of steel material to a lower surface of the floor board material formed of steel plate. The floor slabs are joined by welding the floor board material at the convex end of one floor slab to the upper surface of the joist at the concave end of the other floor slab. Plate joint structure.
【請求項3】 請求項1または2記載の床版接合構造に
おいて、 前記凸状端部の床板材と、前記凹状端部の床板材との間
に隙間が設けられており、この隙間に水密材が充填され
ていることを特徴とする床版接合構造。
3. The floor slab joint structure according to claim 1, wherein a gap is provided between the floor plate of the convex end and the floor plate of the concave end, and the gap is watertight. A floor slab joint structure characterized by being filled with materials.
【請求項4】 請求項2記載の床版接合構造を得るため
の床版接合方法であって、 他方の床版を設置した後、この他方の床版に隣接して一
方の床版を設置するとともに、この一方の床版の凸状端
部の床板材を、他方の床版の凹状端部の根太材の上面
に、全周溶接することを特徴とする床版接合方法。
4. A floor slab joining method for obtaining a floor slab joining structure according to claim 2, wherein after installing the other floor slab, one floor slab is installed adjacent to the other floor slab. At the same time, the floor plate material at the convex end of one floor slab is welded all around to the upper surface of the joist at the concave end of the other floor slab.
【請求項5】 請求項3記載の床版構造を得るための床
版接合方法であって、 他方の床版を設置した後、この他方の床版に隣接して一
方の床版を設置するとともに、この一方の床版の凸状端
部の床板材を、他方の床版の凹状端部の根太材の上面に
固定し、 次に、前記凸状端部の床板材と、前記凹状端部の床板材
との間の隙間に水密材を充填することを特徴とする床版
接合方法。
5. A floor slab joining method for obtaining a floor slab structure according to claim 3, wherein after installing the other floor slab, one floor slab is installed adjacent to the other floor slab. Together with the floor plate material of the convex end of one of the floor slabs, to the upper surface of the joist material of the concave end of the other floor slab, then, the floor plate of the convex end and the concave end A floor slab joining method, comprising filling a watertight material in a gap between the floor plate material of the section.
JP2001229962A 2001-07-30 2001-07-30 Floor slab connecting structure and floor slab connecting method Pending JP2003041698A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001229962A JP2003041698A (en) 2001-07-30 2001-07-30 Floor slab connecting structure and floor slab connecting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001229962A JP2003041698A (en) 2001-07-30 2001-07-30 Floor slab connecting structure and floor slab connecting method

Publications (1)

Publication Number Publication Date
JP2003041698A true JP2003041698A (en) 2003-02-13

Family

ID=19062245

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001229962A Pending JP2003041698A (en) 2001-07-30 2001-07-30 Floor slab connecting structure and floor slab connecting method

Country Status (1)

Country Link
JP (1) JP2003041698A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020133142A (en) * 2019-02-14 2020-08-31 株式会社ガイアート Concrete floor slab structure and large vehicle parking lot structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51101024U (en) * 1975-02-12 1976-08-13
JPH0579111A (en) * 1991-09-20 1993-03-30 Sekisui House Ltd Floor panel unit
JPH10331308A (en) * 1997-06-04 1998-12-15 Shinko Kenzai Kogyo Kk Floor structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51101024U (en) * 1975-02-12 1976-08-13
JPH0579111A (en) * 1991-09-20 1993-03-30 Sekisui House Ltd Floor panel unit
JPH10331308A (en) * 1997-06-04 1998-12-15 Shinko Kenzai Kogyo Kk Floor structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020133142A (en) * 2019-02-14 2020-08-31 株式会社ガイアート Concrete floor slab structure and large vehicle parking lot structure
JP7329167B2 (en) 2019-02-14 2023-08-18 株式会社ガイアート Concrete floor slab structure and large vehicle parking structure

Similar Documents

Publication Publication Date Title
KR101791651B1 (en) Reversed triangular truss deck for long span and Connection system of the truss deck and TSC beam
US4032241A (en) Constructional elements
JP2003041698A (en) Floor slab connecting structure and floor slab connecting method
JP2019078148A (en) Adjacent space free external insulation method using stainless steel plate on exterior wall
JPH08184121A (en) Precast flooring joint structure
US20140196398A1 (en) Masonry building and method for constructing masonry building
JP3223807B2 (en) How to connect PC slab
JP2004116060A (en) Erection method for corrugated steel plate web bridge
JP4964528B2 (en) Floor structure of steel structure building and construction method of floor structure
JP2813107B2 (en) Bridge
KR200153041Y1 (en) Half pc concrete slab panel
JP2920108B2 (en) Construction method of wall type precast reinforced concrete structure
JPH1113189A (en) Half-precast floor slab and floor structure using the same
JPH09165860A (en) Joint structure of precast concrete floor
JP7229836B2 (en) Hollow slab structure
JP3031185B2 (en) Connection structure between steel beam and PC slab and connection method
JP2725572B2 (en) Small beam construction method in reinforced concrete construction
JP3994873B2 (en) Joining structure and joining method of steel main girder and pier
JP3857673B2 (en) Concrete floor and drainage device for three-dimensional structures
JPH10176375A (en) Connection structure of steelwork cantilever beam and stay beam
FI13165Y1 (en) Foundation element and foundation for a building
JPH04149340A (en) Flooring method
JPS61162608A (en) Connection of steel floor panel in steel floor panel bridge
JP2864905B2 (en) Precast wall joining method
JPH0334963Y2 (en)

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20080627

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100909

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100921

A02 Decision of refusal

Effective date: 20110201

Free format text: JAPANESE INTERMEDIATE CODE: A02