JPS6346513U - - Google Patents
Info
- Publication number
- JPS6346513U JPS6346513U JP14150286U JP14150286U JPS6346513U JP S6346513 U JPS6346513 U JP S6346513U JP 14150286 U JP14150286 U JP 14150286U JP 14150286 U JP14150286 U JP 14150286U JP S6346513 U JPS6346513 U JP S6346513U
- Authority
- JP
- Japan
- Prior art keywords
- steel
- bottom plate
- steel frames
- slab structure
- composite slab
- 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
- 239000002131 composite material Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
第１図および第２図は本考案の第一実施例を示
すもので、第１図は複合スラブ構成体の縦断面図
、第２図は第１図の―′線に沿う矢視断面図
。第３図はＨ形鋼２５の切断線を示すもので、第
３図ａは側断面図、第３図ｂは正面図。第４図は
本考案の第二実施例を示すもので、第４図ａは第
４図ｂのＪ―Ｊ′線に沿う矢視断面図、第４図ｂ
は複合スラブ構成体の側断面図。第５図はＨ形鋼
２５の他の切断線を示すもので、第５図ａは側断
面図、第５図ｂは正面図。第６図は本考案の第三
実施例を示すもので、第６図ａは第６図ｂのＫ―
Ｋ′線に沿う矢視断面図、第６図ｂは複合スラブ
構成体の側断面図。第７図はＴ形鋼１８ｃを示す
もので、第７図ａは側断面図、第７図ｂは正面図
。第８図は本考案の第四実施例を示すもので、第
８図ａは第８図ｂのＬ―Ｌ′線に沿う矢視断面図
、第８図ｂは複合スラブ構成体の側断面図。第９
図は本考案に係る複合スラブ構成体を使用したス
ラブの構築方法の一例を説明する断面図。第１０
図および第１１は、本出願人等が先の出願した複
合スラブ構成体を示すもので、第１０図は縦断面
図、第１１図は第１０図のＭ―Ｍ′線に沿う矢視
断面図である。
１１……複合スラブ構成体、１２……鉄骨、１
３……鉄筋、１３ａ……交差鉄筋、１４……ボト
ムプレート、１５……フランジ部、１８……Ｔ形
鋼、１９……Ｔ形鋼、２０……凹部、２１……凹
部、２４……ボルト、２６……貫通孔。
1 and 2 show a first embodiment of the present invention, in which FIG. 1 is a longitudinal sectional view of a composite slab structure, and FIG. 2 is a sectional view taken along the line -' in FIG. 1. . 3 shows the cutting line of the H-beam 25, FIG. 3a is a side sectional view, and FIG. 3b is a front view. Fig. 4 shows a second embodiment of the present invention, Fig. 4a is a sectional view taken along line J--J' in Fig. 4b, Fig. 4b
is a side sectional view of the composite slab structure. FIG. 5 shows other cutting lines of the H-beam 25, with FIG. 5a being a side sectional view and FIG. 5b being a front view. FIG. 6 shows a third embodiment of the present invention, and FIG. 6a shows the K-
FIG. 6b is a side sectional view of the composite slab structure. FIG. 7 shows the T-beam 18c, with FIG. 7a being a side sectional view and FIG. 7b being a front view. Fig. 8 shows a fourth embodiment of the present invention, Fig. 8a is a sectional view taken along line L-L' in Fig. 8b, and Fig. 8b is a side sectional view of the composite slab structure. figure. 9th
The figure is a sectional view illustrating an example of a method for constructing a slab using the composite slab structure according to the present invention. 10th
Figures 11 and 11 show a composite slab structure previously filed by the present applicant, in which Figure 10 is a longitudinal cross-sectional view, and Figure 11 is a cross-sectional view taken along line MM' in Figure 10. It is a diagram. 11...Composite slab structure, 12...Steel frame, 1
3...Reinforcement bar, 13a...Cross reinforcing bar, 14...Bottom plate, 15...Flange portion, 18...T-beam, 19...T-beam, 20...Recess, 21...Recess, 24... Bolt, 26...through hole.
Claims (1)
複数の鉄骨と、これら鉄骨と交差して設けられる
鉄筋と、該鉄筋とはその長さ方向に交差して配置
される交差鉄筋と、前記鉄骨の下部を覆うボトム
プレートとを備えた複合スラブ構成体であつて、
前記鉄骨は、少なくとも一方のウエブ部に複数個
の凹部が形成されたＴ形鋼のウエブどうしが、該
凹部による貫通孔を形成して重ねられると共にそ
の重畳部を固定されてなり、前記鉄筋は前記貫通
孔を貫通して設けられ、前記ボトムプレートは前
記鉄骨の下フランジ部間に架設されていることを
特徴とする複合スラブ構成体。 A plurality of steel frames arranged substantially in parallel with their flange portions facing downward, reinforcing bars provided to intersect with these steel frames, intersecting reinforcing bars arranged to intersect with the longitudinal direction of the steel frames, and the above-mentioned steel frames. A composite slab structure comprising a bottom plate covering the lower part of the
The steel frame is made up of two T-shaped steel webs each having a plurality of recesses formed in at least one web portion, which are overlapped with each other with a through hole formed by the recesses, and the overlapping portion is fixed. A composite slab structure, characterized in that the bottom plate is provided to pass through the through hole, and the bottom plate is installed between lower flange portions of the steel frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14150286U JPH037454Y2 (en) | 1986-09-16 | 1986-09-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14150286U JPH037454Y2 (en) | 1986-09-16 | 1986-09-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6346513U true JPS6346513U (en) | 1988-03-29 |
| JPH037454Y2 JPH037454Y2 (en) | 1991-02-25 |
Family
ID=31049344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14150286U Expired JPH037454Y2 (en) | 1986-09-16 | 1986-09-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH037454Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0571233U (en) * | 1992-02-28 | 1993-09-28 | 一豊 外山 | Soft ground agitator |
-
1986
- 1986-09-16 JP JP14150286U patent/JPH037454Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0571233U (en) * | 1992-02-28 | 1993-09-28 | 一豊 外山 | Soft ground agitator |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH037454Y2 (en) | 1991-02-25 |
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