JPH04176Y2 - - Google Patents
Info
- Publication number
- JPH04176Y2 JPH04176Y2 JP1986159063U JP15906386U JPH04176Y2 JP H04176 Y2 JPH04176 Y2 JP H04176Y2 JP 1986159063 U JP1986159063 U JP 1986159063U JP 15906386 U JP15906386 U JP 15906386U JP H04176 Y2 JPH04176 Y2 JP H04176Y2
- Authority
- JP
- Japan
- Prior art keywords
- iron
- floor
- joist
- beams
- joists
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 86
- 229910052742 iron Inorganic materials 0.000 claims description 43
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000003466 welding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
- Rod-Shaped Construction Members (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は主として一般住宅等の建造物の２階
以上の階の床構造に関する。[Detailed description of the invention] [Industrial application field] This invention mainly relates to the floor structure of the second and higher floors of buildings such as general residences.
従来の建造物の２階以上の床構造は、第７図乃
至第９図に示すように、図示しない柱等に指示さ
れている複数の梁１の相互間を梁１の側方で取付
部材２を介して梁つなぎ３で連結固定すると共
に、隣り合う梁１の上面で図示しない鉄根太金具
によつて鉄根太４の両端を支持し、この鉄根太４
の上方に２階の床部材５を敷設してなるものであ
る。
As shown in FIGS. 7 to 9, in the floor structure of a conventional building on the second floor or higher, a mounting member is installed on the side of the beam 1 between a plurality of beams 1, which are indicated by pillars (not shown). At the same time, both ends of the iron joists 4 are supported by iron joist metal fittings (not shown) on the upper surfaces of adjacent beams 1, and the iron joists 4 are
The second floor floor member 5 is laid above the floor.
前記した従来の床構造によると、床部材５上を
人が歩くと鉄根太４がわずかではあるがたわむた
めに、鉄根太４を梁１に固定している鉄根太金具
との間に摩擦が生じていわゆる床鳴りが発生する
問題点がある。又、梁つなぎ３と共に鉄根太４を
同じ方向に重複して梁１に固定して使用している
ために、重量が重くなると共に原価が高くなると
いう問題点がある。更に又、梁１の上面に鉄根太
４を支持しているために、鉄根太４の高さ分だけ
２階の床と天井の距離が短くなる問題点がある。
According to the conventional floor structure described above, when a person walks on the floor member 5, the iron joist 4 bends slightly, causing friction between the iron joist 4 and the iron joist metal fittings that fix it to the beam 1. There is a problem in that this causes so-called floor noise. In addition, since the iron joists 4 and the beam joints 3 are fixed to the beam 1 overlappingly in the same direction, there is a problem that the weight increases and the cost increases. Furthermore, since the iron joist 4 is supported on the upper surface of the beam 1, there is a problem that the distance between the floor and ceiling of the second floor is shortened by the height of the iron joist 4.
この考案は前記事情に鑑みてなされたもので、
その手段とするところは、相隣接するＨ型鋼から
なる梁の間に、その両端を梁に連結固定してその
上面が梁の上面と同一平面となるようにした鉄根
太の上面及び前記梁の上面に床部材を敷設した建
造物の床構造において、前記Ｈ型鋼からなる梁の
縦面又は底面に一端側を固定した取付部材の他端
側のＨ型鋼の上面より下方で且つ上面と底面の端
縁を結ぶ線より相隣接する他方の梁側へ突出した
位置で鉄根太を固定したところにある。
This idea was made in view of the above circumstances,
This is achieved by placing iron joists between adjacent H-shaped steel beams, connecting and fixing both ends to the beam so that the upper surface of the iron joist is flush with the upper surface of the beam, and the upper surface of the beam. In the floor structure of a building in which a floor member is laid on the upper surface, a mounting member having one end fixed to the vertical or bottom surface of the beam made of the H-shaped steel is located below the upper surface of the H-shaped steel on the other end side and between the top and bottom surfaces. This is where the iron joist is fixed at a position that protrudes from the line connecting the edges toward the other adjacent beam.
前記手段はＨ型鋼からなる梁の上面と鉄根太の
上面が同一平面となるように鉄根太の両端を取付
部材を介して梁に連結固定したものであるから、
床部材は鉄根太と梁の上面で支えられることにな
り、鉄根太のたわみが少くなつて床鳴りの発生を
最小限におさえることが可能となる。又、梁の上
面と鉄根太の上面が同一平面となるようにして相
隣接する梁の間に連結固定したので、従来必要で
あつた梁つなぎが不必要となることから重量が軽
くなると共にその分だけ原価が低くなる。更に
又、梁の上面に鉄根太を載せないので、鉄根太の
高さ分だけ床と天井の間隔距離が大きくなつて大
きな室空間を得ることができる。
The means is such that both ends of the iron joist are connected and fixed to the beam via mounting members so that the upper surface of the beam made of H-shaped steel and the upper surface of the iron joist are on the same plane.
The floor members are supported by the upper surfaces of the iron joists and beams, which reduces the bending of the iron joists and minimizes the occurrence of floor noise. In addition, since the upper surfaces of the beams and the upper surfaces of the iron joists are connected and fixed between adjacent beams so that they are on the same plane, the beam connections that were previously required are no longer necessary, which reduces the weight and reduces the weight. The cost will be lower accordingly. Furthermore, since no iron joists are placed on the upper surfaces of the beams, the distance between the floor and the ceiling increases by the height of the iron joists, making it possible to obtain a larger room space.
この考案の実施例について以下図面に基づいて
詳細に説明する。
Embodiments of this invention will be described in detail below based on the drawings.
尚、前記した従来技術と同一構成部材について
は同符号を付してその説明を省略する。 Incidentally, the same constituent members as those in the prior art described above are given the same reference numerals and the explanation thereof will be omitted.
まず、この考案の第１実施例を第１図乃至第３
図に基づいて説明する。 First, the first embodiment of this invention is shown in Figures 1 to 3.
This will be explained based on the diagram.
相隣接するＨ型鋼からなる梁１の縦面IcにはＬ
字型の取付部材２の一端側の一片２ａがボルト等
によつて連結されると共に、相隣接する他方の梁
１側へ突出した他端側の他片２ｂには鉄根太４の
側面が係止熔着されている。このとき、取付部材
２の他片２ｂは、梁１の上面１ａよりも下方に位
置すると共に、上面１ａと底面１ｂの端縁を結ぶ
線Ｘよりも相隣接する他方の梁１側へ突出するよ
うに設けられている。そしてこの他片２ｂに鉄根
太４の上面が梁１の上面１ａと同一平面となるよ
うに鉄根太４の端部の側面が熔着される。このよ
うにして、鉄根太４の上面４ａと梁１の上面１ａ
とが同一平面としてから、これらの上方に床部材
５が敷設され、これによつて、床部材５はその裏
面を同一高さで支持されることとなる。 L is on the vertical surface Ic of beam 1 made of adjacent H-shaped steels.
One piece 2a on one end of the letter-shaped mounting member 2 is connected with a bolt or the like, and the side surface of the iron joist 4 is engaged with the other piece 2b on the other end that protrudes toward the other adjacent beam 1 side. It is fused. At this time, the other piece 2b of the mounting member 2 is located below the upper surface 1a of the beam 1, and protrudes toward the other adjacent beam 1 from the line X connecting the edges of the upper surface 1a and the bottom surface 1b. It is set up like this. Then, the side surface of the end of the iron joist 4 is welded to the other piece 2b so that the upper surface of the iron joist 4 is flush with the upper surface 1a of the beam 1. In this way, the upper surface 4a of the iron joist 4 and the upper surface 1a of the beam 1 are
After making these planes the same plane, the floor member 5 is laid above them, so that the back surface of the floor member 5 is supported at the same height.
この考案の第２実施例を第４図乃至第６図に基
づいて説明する。 A second embodiment of this invention will be explained based on FIGS. 4 to 6.
前記第１実施例とは鉄根太４と梁１との取付部
材２の形状が異るだけで他は同じである。すなわ
ち、この第２実施例の取付部材２の一端側には梁
１の底面１ｂにボルト等によつて連結固定する取
付片２ｃが設けられ、同他端側には鉄根太４の端
部を挟んで熔着するための断面がコの字型の熔着
片２ｄが設けられたものである。この他端側の熔
着片２ｄは、梁１の上面１ａよりも下方に位置す
ると共に、上面１ａと底面１ｂの端縁を結ぶ線Ｘ
よりも相隣接する他方の梁１側へ突出するように
設けられている。そして、この熔着片２ｄに鉄根
太４の上面４ａが梁１の上面１ａと同一平面とな
るように鉄根太４の端部が熔着される。そして、
第１実施例の場合と同様に床部材５がその上方に
同一高さで支持される。尚、鉄根太４と取付部材
２の固定は、熔着に代えてボルトによるものあつ
てもよく、又、取付部材２と梁１の固定は、ボル
トに代えて熔着によつてもよく、その固定の手段
は限定されるものではない。 This embodiment is the same as the first embodiment except for the shape of the attachment member 2 between the iron joist 4 and the beam 1. That is, one end of the mounting member 2 of this second embodiment is provided with a mounting piece 2c that is connected and fixed to the bottom surface 1b of the beam 1 with a bolt or the like, and the end of the iron joist 4 is mounted on the other end. A welding piece 2d having a U-shaped cross section is provided for sandwiching and welding. The welded piece 2d on the other end side is located below the upper surface 1a of the beam 1, and the line X connecting the edges of the upper surface 1a and the bottom surface 1b
It is provided so as to protrude toward the other adjacent beam 1 side. Then, the end portion of the iron joist 4 is welded to this welded piece 2d so that the upper surface 4a of the iron joist 4 is flush with the upper surface 1a of the beam 1. and,
As in the case of the first embodiment, the floor member 5 is supported above it at the same height. Note that the iron joist 4 and the mounting member 2 may be fixed by bolts instead of welding, and the mounting member 2 and the beam 1 may be fixed by welding instead of bolts. The fixing means is not limited.
以上の第１実施例及び第２実施例からも明らか
なように、この考案は、相隣接するＨ型鋼からな
る梁の間にその両端を取付部材を介して梁に連結
固定してその上面が梁の上面と同一平面となるよ
うにした鉄根太の上面及び梁の上面に床部材を敷
設したものであるから、梁つなぎを兼ねた鉄根太
とすることができるので、従来技術においては必
要であつた梁つなぎを省略することができる。そ
のため、建造物の上階の重量を軽くすることがで
き、しかもその分だけ建築コストを低減化するこ
とができる。更に、梁の上面に鉄根太を載せない
ので、鉄根太の高さ分だけ床と天井の間隔距離を
大きくすることができ、上階の室の空間を拡大す
ることができる。又、床部材は同一平面である鉄
根太と梁の上面で支えられるので、鉄根太のたわ
みも少なくなつて、いわゆる床鳴の発生も最小限
におさえることができる。さらに加えて、取付部
材の鉄根太との固定部分が、Ｈ型鋼からなる梁の
上面より下方で且つ上面と底面の端線を結ぶ線よ
り相隣接する他方の梁側へ突出した位置にあるの
で鉄根太の長さは２つの梁の間隙距離より短くす
ることができその分だけ原材料費の節減を図るこ
とができる。更に、鉄根太の両端がＨ型鋼からな
る梁に直接に接触しないことから、梁の上面と鉄
根太の上面を同一高さに合わせる際には、取付部
材と鉄根太の固定位置を調節するだけでよく、鉄
根太を何ら加工することなく行えるので、施工が
容易である。
As is clear from the above-mentioned first and second embodiments, this invention connects and fixes both ends of the beams to the beams through attachment members between adjacent H-shaped steel beams, so that the upper surface of the beams is fixed to the beams. Since the flooring material is laid on the top surface of the iron joist and the top surface of the beam, which are flush with the top surface of the beam, the iron joist can also serve as a beam connection, which is not necessary in the conventional technology. It is possible to omit connecting the hot beams. Therefore, the weight of the upper floors of the building can be reduced, and the construction cost can be reduced accordingly. Furthermore, since no iron joists are placed on the upper surfaces of the beams, the distance between the floor and ceiling can be increased by the height of the iron joists, and the space in the room on the upper floor can be expanded. Furthermore, since the floor member is supported by the iron joists and the upper surfaces of the beams, which are on the same plane, the iron joists are less bent, and the occurrence of so-called floor noise can be suppressed to a minimum. In addition, the fixed part of the mounting member to the iron joist is located below the top surface of the beam made of H-beam steel and protrudes toward the other adjacent beam from the line connecting the end lines of the top surface and bottom surface. The length of the iron joist can be made shorter than the gap distance between the two beams, and raw material costs can be reduced accordingly. Furthermore, since both ends of the iron joist do not come into direct contact with the beam made of H-shaped steel, in order to align the top surface of the beam with the top surface of the iron joist, all you have to do is adjust the fixing position of the mounting member and the iron joist. The construction is easy because it can be done without any modification to the iron joists.
第１図乃至第３図はこの考案の第１実施例を示
し、第１図は全体斜視説明図、第２図は一部省略
正面図、第３図は一部省略平面図、第４図乃至第
６図はこの考案の第２実施例を示し、第４図は全
体斜視説明図、第５図は一部省略正面図、第６図
は一部省略平面図、第７図乃至第９図は従来例を
示し、第７図は全体斜視説明図、第８図は一部省
略正面図、第９図は一部省略平面図。
１……梁、１ａ……上面、１ｂ……底面、１ｃ
……縦面、２……取付部材、４……鉄根太、５…
…床部材。
Figures 1 to 3 show a first embodiment of this invention, with Figure 1 being an overall perspective explanatory view, Figure 2 being a partially omitted front view, Figure 3 being a partially omitted plan view, and Figure 4 being a partially omitted plan view. 6 to 6 show a second embodiment of this invention, FIG. 4 is an overall perspective explanatory view, FIG. 5 is a partially omitted front view, FIG. 6 is a partially omitted plan view, and FIGS. 7 to 9 The figures show a conventional example, with FIG. 7 being an overall perspective explanatory view, FIG. 8 being a partially omitted front view, and FIG. 9 being a partially omitted plan view. 1...Beam, 1a...Top surface, 1b...Bottom surface, 1c
...Vertical surface, 2...Mounting member, 4...Iron joist, 5...
...Floor components.
Claims (1)
を梁に連結固定してその上面が梁の上面と同一平
面となるようにした鉄根太の上面及び前記梁の上
面に床部材を敷設した建造物の床構造において、 前記Ｈ型鋼からなる梁の縦面又は底面に一端側
を固定した取付部材の他端側のＨ型鋼の上面より
下方で且つ上面と底面の端縁を結ぶ線より相隣接
する他方の梁側へ突出した位置で鉄根太を固定し
たことを特徴とする建造物の床構造。[Claims for Utility Model Registration] The upper surface of an iron joist between adjacent beams made of H-shaped steel, whose both ends are connected and fixed to the beam so that the upper surface thereof is flush with the upper surface of the beam, and the said beam. In the floor structure of a building in which a floor member is laid on the upper surface, the mounting member has one end fixed to the vertical or bottom surface of the beam made of the H-shaped steel, and is located below the upper surface of the H-shaped steel on the other end side, and on the top and bottom surfaces. A floor structure of a building characterized by fixing an iron joist at a position protruding from a line connecting the edges of the beam to the side of the other adjacent beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986159063U JPH04176Y2 (en) | 1986-10-16 | 1986-10-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986159063U JPH04176Y2 (en) | 1986-10-16 | 1986-10-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6364806U JPS6364806U (en) | 1988-04-28 |
| JPH04176Y2 true JPH04176Y2 (en) | 1992-01-07 |
Family
ID=31083143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1986159063U Expired JPH04176Y2 (en) | 1986-10-16 | 1986-10-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04176Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2895326B2 (en) * | 1992-10-01 | 1999-05-24 | ミサワホーム株式会社 | Floor structure |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3638380A (en) * | 1969-10-10 | 1972-02-01 | Walter Kidde Constructors Inc | Modular high-rise structure |
| JPS4854738A (en) * | 1971-11-10 | 1973-08-01 | ||
| JPS6124736A (en) * | 1984-07-13 | 1986-02-03 | ナショナル住宅産業株式会社 | Connection structure of beam |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52102122U (en) * | 1976-01-31 | 1977-08-03 | ||
| JPS54144727U (en) * | 1978-03-30 | 1979-10-08 | ||
| JPS55173515U (en) * | 1979-05-31 | 1980-12-12 |
-
1986
- 1986-10-16 JP JP1986159063U patent/JPH04176Y2/ja not_active Expired
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3638380A (en) * | 1969-10-10 | 1972-02-01 | Walter Kidde Constructors Inc | Modular high-rise structure |
| JPS4854738A (en) * | 1971-11-10 | 1973-08-01 | ||
| JPS6124736A (en) * | 1984-07-13 | 1986-02-03 | ナショナル住宅産業株式会社 | Connection structure of beam |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6364806U (en) | 1988-04-28 |
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