JPS6158210U - - Google Patents
Info
- Publication number
- JPS6158210U JPS6158210U JP14134784U JP14134784U JPS6158210U JP S6158210 U JPS6158210 U JP S6158210U JP 14134784 U JP14134784 U JP 14134784U JP 14134784 U JP14134784 U JP 14134784U JP S6158210 U JPS6158210 U JP S6158210U
- Authority
- JP
- Japan
- Prior art keywords
- main girder
- precast deck
- precast
- deck slab
- holes
- 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 2
- 239000002184 metal Substances 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
Landscapes
- Bridges Or Land Bridges (AREA)
Description
第１図は本考案の床版支持装置の実施例を示す
要部の斜視図、第２図は本考案の床版支持装置の
実施例を示す全体正面図、第３図は従来の一例を
示す全体図、第４図は従来の他の例を示す断面図
である。
１は金属製主桁、２はプレキヤスト床版、３は
ＰＣ鋼線、４，５は貫通孔、６はナツト、７は凹
部を示す。
Fig. 1 is a perspective view of essential parts showing an embodiment of the floor slab support device of the present invention, Fig. 2 is an overall front view showing an embodiment of the floor slab support device of the present invention, and Fig. 3 is a conventional example. FIG. 4 is a sectional view showing another conventional example. 1 is a metal main girder, 2 is a precast deck slab, 3 is a PC steel wire, 4 and 5 are through holes, 6 is a nut, and 7 is a recess.
Claims (1)
プレキヤスト床版を、金属製主桁上に載せるよう
にすると共に上記主桁上に位置するプレキヤスト
床版の部分に上下方向に貫通する孔を設け、且つ
主桁にも上記プレキヤスト床版の貫通孔に対応す
る孔を設け、主桁上のプレキヤスト床版をＰＣ鋼
線にて主桁に結合し合成してなることを特徴とす
る床版支持装置。 A precast deck slab integrally formed in the width direction by introducing prestress is placed on a metal main girder, and a hole is provided vertically through the part of the precast deck located on the main girder, A deck support device characterized in that the main girder is also provided with holes corresponding to the through holes of the precast deck slab, and the precast deck slab on the main girder is bonded to the main girder with PC steel wires. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14134784U JPS6158210U (en) | 1984-09-18 | 1984-09-18 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14134784U JPS6158210U (en) | 1984-09-18 | 1984-09-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6158210U true JPS6158210U (en) | 1986-04-19 |
Family
ID=30699691
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14134784U Pending JPS6158210U (en) | 1984-09-18 | 1984-09-18 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6158210U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012202149A (en) * | 2011-03-28 | 2012-10-22 | Railway Technical Research Institute | Floor slab displacement prevention structure and floor slab displacement prevention method for composite beam |
| JP2017002559A (en) * | 2015-06-10 | 2017-01-05 | 西日本高速道路株式会社 | Concrete slab joining method, concrete slab replacement method, concrete slab joining structure, precast concrete slab |
-
1984
- 1984-09-18 JP JP14134784U patent/JPS6158210U/ja active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012202149A (en) * | 2011-03-28 | 2012-10-22 | Railway Technical Research Institute | Floor slab displacement prevention structure and floor slab displacement prevention method for composite beam |
| JP2017002559A (en) * | 2015-06-10 | 2017-01-05 | 西日本高速道路株式会社 | Concrete slab joining method, concrete slab replacement method, concrete slab joining structure, precast concrete slab |