JPH0431918U - - Google Patents
Info
- Publication number
- JPH0431918U JPH0431918U JP7379790U JP7379790U JPH0431918U JP H0431918 U JPH0431918 U JP H0431918U JP 7379790 U JP7379790 U JP 7379790U JP 7379790 U JP7379790 U JP 7379790U JP H0431918 U JPH0431918 U JP H0431918U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- steel frame
- steel
- molded body
- precast
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000000452 restraining effect Effects 0.000 claims 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
第１図から第７図は本考案の一実施例に係るプ
レキヤスト鉄骨コンクリート部材を示し、第１図
は柱として使用される該部材の斜視図であり、第
２図は該柱用部材の水平断面図であり、第３図は
梁として使用される該部材の斜視図であり、第４
図は該梁用部材の垂直断面図であり、第５図は該
柱用部材と梁用部材で構成した建築物の骨組の概
略的な正面図であり、第６図は該柱用部材と梁用
部材の接合箇所の斜視図であり、第７図は該骨組
の床部分の垂直断面図である。第８図から第１０
図は本考案の別の実施例に係るプレキヤスト鉄骨
コンクリート部材を示し、第８図は梁として使用
される該部材の斜視図であり、第９図は該梁用部
材の垂直面図であり、第１０図は該梁用部材を使
用した骨組の床部分の垂直断面図である。
１……鉄骨、１ａ，１ｂ……端部、２……コン
クリート拘束用せん断補強筋、３……コンクリー
ト成型体、４……鉄骨ブラケツト、５，６……床
用鉄筋、７……床版コンクリート、８……接合用
コンクリート、９……位置決め筋、１０……継ぎ
手板、１１……ボルト、１２……ナツト、１３…
…継ぎ手板１４……ボルト、１５……ナツト、１
６……継ぎ手板、１７……ボルト、１８……ナツ
ト、Ａ……柱用部材、Ｂ……梁用部材。
1 to 7 show a precast steel concrete member according to an embodiment of the present invention, FIG. 1 is a perspective view of the member used as a column, and FIG. 2 is a horizontal view of the column member. FIG. 3 is a perspective view of the member used as a beam; FIG.
The figure is a vertical sectional view of the beam member, FIG. 5 is a schematic front view of the framework of a building composed of the column member and beam member, and FIG. 6 is a vertical sectional view of the column member and the beam member. FIG. 7 is a perspective view of the joints of the beam members, and FIG. 7 is a vertical sectional view of the floor portion of the frame. Figures 8 to 10
The figures show a precast steel concrete member according to another embodiment of the present invention, FIG. 8 is a perspective view of the member used as a beam, and FIG. 9 is a vertical view of the beam member; FIG. 10 is a vertical sectional view of the floor portion of the frame using the beam member. 1... Steel frame, 1a, 1b... End, 2... Shear reinforcement for concrete restraint, 3... Concrete molded body, 4... Steel frame bracket, 5, 6... Floor reinforcing bar, 7... Floor slab Concrete, 8... Concrete for joining, 9... Positioning bar, 10... Joint plate, 11... Bolt, 12... Nut, 13...
...Joint plate 14...Bolt, 15...Nut, 1
6...Joint plate, 17...Bolt, 18...Nut, A...Column member, B...Beam member.
Claims (1)
チでコンクリート拘束用せん断補強筋２を配筋し
、該せん断補強筋２と鉄骨１をコンクリート成型
体３に埋設し、コンクリート成型体３の両端面よ
り鉄骨１の端部１ａ，１ｂを突出させたプレキヤ
スト鉄骨コンクリート部材。 (2) 鉄骨１の少なくとも一側面の所要部位に鉄
骨用ブラケツト４を接合し、該鉄骨用ブラケツト
４をコンクリート成型体３の対応側面より突出さ
せた、請求項(1)に記載のプレキヤスト鉄骨コン
クリート部材。 (3) コンクリート成型体３の一側面の全長にわ
たつてコンクリート拘束用せん断補強筋２の一部
を露出させた、請求項(1)に記載のプレキヤスト
鉄骨コンクリート部材。[Scope of Claim for Utility Model Registration] (1) Shear reinforcing bars 2 for concrete restraint are arranged around the steel frame 1 at the required pitch in the longitudinal direction of the steel frame, and the shear reinforcing bars 2 and the steel frame 1 are attached to the concrete molded body 3. A precast steel concrete member that is buried and has ends 1a and 1b of a steel frame 1 protruding from both end faces of a concrete molded body 3. (2) The precast steel concrete according to claim (1), wherein a steel frame bracket 4 is joined to a required portion of at least one side of the steel frame 1, and the steel frame bracket 4 is made to protrude from the corresponding side surface of the concrete molded body 3. Element. (3) The precast steel concrete member according to claim (1), wherein a part of the concrete restraining shear reinforcement 2 is exposed over the entire length of one side of the concrete molded body 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7379790U JPH0431918U (en) | 1990-07-11 | 1990-07-11 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7379790U JPH0431918U (en) | 1990-07-11 | 1990-07-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0431918U true JPH0431918U (en) | 1992-03-16 |
Family
ID=31612922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7379790U Pending JPH0431918U (en) | 1990-07-11 | 1990-07-11 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0431918U (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5334172U (en) * | 1976-08-31 | 1978-03-25 | ||
| JPS6262213A (en) * | 1985-09-13 | 1987-03-18 | Canon Electronics Inc | Encoder apparatus |
-
1990
- 1990-07-11 JP JP7379790U patent/JPH0431918U/ja active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5334172U (en) * | 1976-08-31 | 1978-03-25 | ||
| JPS6262213A (en) * | 1985-09-13 | 1987-03-18 | Canon Electronics Inc | Encoder apparatus |
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