JPS6336510U - - Google Patents
Info
- Publication number
- JPS6336510U JPS6336510U JP12787986U JP12787986U JPS6336510U JP S6336510 U JPS6336510 U JP S6336510U JP 12787986 U JP12787986 U JP 12787986U JP 12787986 U JP12787986 U JP 12787986U JP S6336510 U JPS6336510 U JP S6336510U
- Authority
- JP
- Japan
- Prior art keywords
- main girder
- roof body
- upper flange
- dowel
- pouring
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000011065 in-situ storage Methods 0.000 claims 1
- 239000011435 rock Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
第１図〜第４図は本考案の第１実施例であり、
第１図は全体斜視図、第２図は側面図、第３図は
一部切欠き正面図、第４図は縦断面図、第５図は
従来の斜視図、第６図は同断面図である。
１１……主桁、１２……上フランジ、１５……
ジベル、１６……横締用鋼材、１７……屋根本体
、２３……床版コンクリート。
1 to 4 show the first embodiment of the present invention,
Fig. 1 is an overall perspective view, Fig. 2 is a side view, Fig. 3 is a partially cutaway front view, Fig. 4 is a vertical sectional view, Fig. 5 is a conventional perspective view, and Fig. 6 is a sectional view of the same. It is. 11... Main girder, 12... Upper flange, 15...
Jibel, 16...Steel material for horizontal tightening, 17...Roof body, 23...Slab concrete.
Claims (1)
一体に有する断面Ｔ型の主桁を複数の横締用鋼材
により緊結して屋根本体を形成し、この屋根本体
の上面に床版コンクリートを現場打により形成し
て前記主桁と床版コンクリートとを前記主桁の上
フランジ及びジベルにより一体化したことを特徴
とする雪崩落石等防護構造。 The main girder, which has a T-shaped cross section and has multiple dowels protruding from the upper surface and an integral upper flange, is tied together with multiple horizontal tightening steel members to form the roof body, and concrete slabs are placed on the upper surface of the roof body by pouring in-situ. A structure for protecting against avalanches and falling rocks, characterized in that the main girder and concrete slab are integrated by an upper flange and a dowel of the main girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12787986U JPH0449216Y2 (en) | 1986-08-21 | 1986-08-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12787986U JPH0449216Y2 (en) | 1986-08-21 | 1986-08-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6336510U true JPS6336510U (en) | 1988-03-09 |
| JPH0449216Y2 JPH0449216Y2 (en) | 1992-11-19 |
Family
ID=31023053
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12787986U Expired JPH0449216Y2 (en) | 1986-08-21 | 1986-08-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0449216Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6235509B2 (en) * | 2014-09-03 | 2017-11-22 | 株式会社ライテク | Shed and its construction method |
-
1986
- 1986-08-21 JP JP12787986U patent/JPH0449216Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0449216Y2 (en) | 1992-11-19 |