CN103161123A - Installation structures of piled layer rubber support and flat plate sliding support - Google Patents
Installation structures of piled layer rubber support and flat plate sliding support Download PDFInfo
- Publication number
- CN103161123A CN103161123A CN2013100785093A CN201310078509A CN103161123A CN 103161123 A CN103161123 A CN 103161123A CN 2013100785093 A CN2013100785093 A CN 2013100785093A CN 201310078509 A CN201310078509 A CN 201310078509A CN 103161123 A CN103161123 A CN 103161123A
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- China
- Prior art keywords
- dull
- laminated rubber
- support abutment
- slip support
- rubber bases
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Abstract
The invention discloses installation structures of a piled layer rubber support and a flat plate sliding support. The installation structures of the piled layer rubber support and the flat plate sliding support comprise a square-pillar-shaped abutment for installation of the piled layer rubber support or the flat plate sliding support. A square steel pre-buried plate is arranged in the upper surface of the abutment in a buried mode. Support feet are vertically arranged on a bottom face of the steel pre-buried plate. Multiple size filling holes and vents are arranged in the steel pre-buried plate. In order to ensure that concrete in the support can be vibrated and tamped densely, the multiple size filling holes and the vents are arranged in the steel pre-buried plate. Observation holes in time of pouring and tamping and mud spillover standards can ensure that the concrete in the support can be densely vibrated and tamped.
Description
Technical field
The present invention relates to the mounting structure of laminated rubber bases and dull and stereotyped slip support abutment.
Background technology
Laminated rubber bases and dull and stereotyped slip support abutment are architectural vibration-insulation device commonly used.
Laminated rubber bases and dull and stereotyped slip support abutment generally are located on pier, are embedded with the steel embedded board at the pier upper surface and are connected with bearing.When burying the steel embedded board underground, because the built-in fitting of bearing is larger, the concrete in bearing is not easy vibration compacting.
Summary of the invention
Technical problem to be solved by this invention just is to provide the mounting structure of a kind of laminated rubber bases and dull and stereotyped slip support abutment, guarantees that the concrete vibrating in bearing is closely knit.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: the mounting structure of laminated rubber bases and dull and stereotyped slip support abutment, comprise the square column type pier that laminated rubber bases or dull and stereotyped slip support abutment are installed, it is characterized in that: described pier upper surface is embedded with a square steel embedded board, described steel embedded board bottom surface is vertically installed with leg, is provided with several grout holes and air-vent on described steel embedded board.
As preferably, described pier upper surface length, width increase 50mm at least than corresponding length and the width dimensions of laminated rubber bases or dull and stereotyped slip support abutment bottom surface, and described pier height is more than 100mm.
As preferably, described grout hole is provided with four, and described four grout holes evenly distribute around steel embedded board center.
As preferably, described air-vent is provided with eight, and four air-vents wherein are quadrate array and are distributed in the inner round side that grout hole is linked to be, and four air-vents in addition are quadrate array and are distributed in the circle outside that grout hole is linked to be.
As preferably, described leg comprises 12 pre-buried rollers, respectively is provided with three pre-buried rollers on four corners of steel embedded board, and three pre-buried rollers on each corner all are isosceles right triangle and distribute.
As preferably, described leg also comprises the steel bar column that is welded on the steel embedded board.
The present invention guarantees that the concrete vibrating in bearing is closely knit, is provided with some grout holes and air-vent on the steel embedded board, as watering peep hole when smashing and the standard of grout, has guaranteed that the concrete vibrating in bearing is closely knit.
Description of drawings
The invention will be further described below in conjunction with the drawings and specific embodiments:
Fig. 1 is dull and stereotyped slip support abutment constructional drawing;
Fig. 2 is the laminated rubber bases constructional drawing;
Fig. 3 is steel embedded board schematic diagram;
Fig. 4 is the A-A sectional view in Fig. 3.
The specific embodiment
Fig. 1 to Fig. 4 shows the mounting structure of laminated rubber bases and dull and stereotyped slip support abutment, laminated rubber bases 302 and dull and stereotyped slip support abutment 202 are located between upper frame 5 and lower frame 50, described lower frame 50 is provided with the square column type pier that laminated rubber bases and dull and stereotyped slip support abutment are installed, wherein, laminated rubber bases 302 is located on laminated rubber bases pier 301, dull and stereotyped slip support abutment 202 is located on dull and stereotyped slip support abutment pier 201, laminated rubber bases 302 and dull and stereotyped slip support abutment 202 are fixing with upper frame 5, laminated rubber bases pier 301 and dull and stereotyped slip support abutment pier 201 are fixing with lower frame 50.
Described pier upper surface is embedded with a square steel embedded board 20, and described steel embedded board bottom surface is vertically installed with leg, is provided with several grout holes 21 and air-vent 22 on described steel embedded board.Described pier upper surface length, width increase 50mm at least than corresponding length and the width dimensions of laminated rubber bases or dull and stereotyped slip support abutment bottom surface, and described pier height is more than 100mm.Described grout hole 21 is provided with four, and described four grout holes evenly distribute around steel embedded board 20 centers.The grout hole diameter is 150mm, and the diameter of a circle that four grout hole centers are linked to be is 1000mm.Described air-vent 22 is provided with eight, and four air-vents wherein are quadrate array and are distributed in the inner round side that grout hole is linked to be, and four air-vents in addition are quadrate array and are distributed in the circle outside that grout hole is linked to be.Described leg comprises 12 pre-buried rollers 23, respectively is provided with three pre-buried rollers on four corners of steel embedded board, and three pre-buried rollers on each corner all are isosceles right triangle and distribute.Described leg also comprises the steel bar column 24 that is welded on steel embedded board 20.The spacing that steel bar column is 24 is 380mm.
Claims (6)
1. the mounting structure of laminated rubber bases and dull and stereotyped slip support abutment, comprise the square column type pier that laminated rubber bases (302) or dull and stereotyped slip support abutment (202) are installed, it is characterized in that: described pier upper surface is embedded with a square steel embedded board (20), described steel embedded board (20) bottom surface is vertically installed with leg, is provided with several grout holes (21) and air-vent (22) on described steel embedded board (20).
2. the mounting structure of laminated rubber bases according to claim 1 and dull and stereotyped slip support abutment, it is characterized in that: described pier upper surface length, width increase 50mm at least than corresponding length and the width dimensions of laminated rubber bases or dull and stereotyped slip support abutment bottom surface, and described pier height is more than 100mm.
3. the mounting structure of laminated rubber bases according to claim 1 and dull and stereotyped slip support abutment, it is characterized in that: described grout hole (21) is provided with four, and described four grout holes evenly distribute around steel embedded board (20) center.
4. the mounting structure of laminated rubber bases according to claim 3 and dull and stereotyped slip support abutment, it is characterized in that: described air-vent (22) is provided with eight, four air-vents wherein are quadrate array and are distributed in the inner round side that grout hole (21) is linked to be, and four air-vents in addition are quadrate array and are distributed in the circle outside that grout hole (21) is linked to be.
5. the mounting structure of laminated rubber bases according to claim 1 and dull and stereotyped slip support abutment, it is characterized in that: described leg comprises 12 pre-buried rollers (23), respectively be provided with three pre-buried rollers on four corners of steel embedded board (20), three pre-buried rollers on each corner all are isosceles right triangle and distribute.
6. the mounting structure of laminated rubber bases according to claim 5 and dull and stereotyped slip support abutment, it is characterized in that: described leg also comprises the steel bar column (24) that is welded on steel embedded board (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100785093A CN103161123A (en) | 2013-03-11 | 2013-03-11 | Installation structures of piled layer rubber support and flat plate sliding support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100785093A CN103161123A (en) | 2013-03-11 | 2013-03-11 | Installation structures of piled layer rubber support and flat plate sliding support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103161123A true CN103161123A (en) | 2013-06-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100785093A Pending CN103161123A (en) | 2013-03-11 | 2013-03-11 | Installation structures of piled layer rubber support and flat plate sliding support |
Country Status (1)
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| CN (1) | CN103161123A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09100510A (en) * | 1995-10-09 | 1997-04-15 | Tokai Rubber Ind Ltd | Construction method of bridge and rubber bearing body used in this method |
| CN1944798A (en) * | 2006-11-13 | 2007-04-11 | 北京建工华创工程技术有限公司 | Low temperature construction method for bridge support grouting |
| CN101413249A (en) * | 2008-12-01 | 2009-04-22 | 中铁大桥局股份有限公司 | Method for positioning and mounting large-scale bridge support |
| CN102286926A (en) * | 2011-08-25 | 2011-12-21 | 重庆新科建设工程有限公司 | Mounting process of cast-in-place bridge pot rubber bearing |
| CN102359073A (en) * | 2011-08-03 | 2012-02-22 | 中铁四局集团第五工程有限公司 | Grouting template structure for support of concrete simple-supported box girder |
| CN202323690U (en) * | 2011-12-07 | 2012-07-11 | 衡水宝力工程橡胶有限公司 | Plate-type support |
| JP2012237385A (en) * | 2011-05-12 | 2012-12-06 | Yokohama Rubber Co Ltd:The | Rubber support and manufacturing method of the same |
| CN203080404U (en) * | 2013-03-11 | 2013-07-24 | 浙江海天建设集团有限公司 | Mounting structure of laminated rubber support and flat plate sliding support |
-
2013
- 2013-03-11 CN CN2013100785093A patent/CN103161123A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09100510A (en) * | 1995-10-09 | 1997-04-15 | Tokai Rubber Ind Ltd | Construction method of bridge and rubber bearing body used in this method |
| CN1944798A (en) * | 2006-11-13 | 2007-04-11 | 北京建工华创工程技术有限公司 | Low temperature construction method for bridge support grouting |
| CN101413249A (en) * | 2008-12-01 | 2009-04-22 | 中铁大桥局股份有限公司 | Method for positioning and mounting large-scale bridge support |
| JP2012237385A (en) * | 2011-05-12 | 2012-12-06 | Yokohama Rubber Co Ltd:The | Rubber support and manufacturing method of the same |
| CN102359073A (en) * | 2011-08-03 | 2012-02-22 | 中铁四局集团第五工程有限公司 | Grouting template structure for support of concrete simple-supported box girder |
| CN102286926A (en) * | 2011-08-25 | 2011-12-21 | 重庆新科建设工程有限公司 | Mounting process of cast-in-place bridge pot rubber bearing |
| CN202323690U (en) * | 2011-12-07 | 2012-07-11 | 衡水宝力工程橡胶有限公司 | Plate-type support |
| CN203080404U (en) * | 2013-03-11 | 2013-07-24 | 浙江海天建设集团有限公司 | Mounting structure of laminated rubber support and flat plate sliding support |
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| PB01 | Publication | ||
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| C05 | Deemed withdrawal (patent law before 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130619 |