CN103174299A - An installment and construction method of laminate rubber support and flat plate slipping support - Google Patents
An installment and construction method of laminate rubber support and flat plate slipping support Download PDFInfo
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- CN103174299A CN103174299A CN2013100773240A CN201310077324A CN103174299A CN 103174299 A CN103174299 A CN 103174299A CN 2013100773240 A CN2013100773240 A CN 2013100773240A CN 201310077324 A CN201310077324 A CN 201310077324A CN 103174299 A CN103174299 A CN 103174299A
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- support abutment
- laminated rubber
- slip support
- rubber bases
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Abstract
The invention discloses an installment and construction method of a laminate rubber support and a flat plate slipping support. The installment and construction method of the laminate rubber support and the flat plate slipping support comprises the following steps: (1) a pier and abutment template is supported; (2) a steel embedded plate is built and is positioned due to the adoption of an embedded sleeve and an embedded reinforcing steel bar, and the steel embedded plate is fixed with a vertical reinforcing steel bar in a pier and abutment in a welded mode; (3) the steel embedded plate and the pier and abutment are integrally poured; (4) the laminate rubber support and the flat plate slipping support are installed; and (5) the laminate rubber support and the flat plate slipping support are fixed with an upper portion framework. A plurality of slurry filling holes and a plurality of ventilating holes are arranged on the steel embedded plate to ensure that concrete vibration in supports is dense, and are regarded as a standard of observation holes and a standard of slurry emitting when concrete is cast and pounded, and therefore the concrete vibration in the supports is dense.
Description
Technical field
The present invention relates to the construction method of installation 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 construction method of installation 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 construction method of installation of laminated rubber bases and dull and stereotyped slip support abutment, laminated rubber bases and dull and stereotyped slip support abutment are located between upper frame and lower frame, described lower frame is provided with the square column type pier that laminated rubber bases and dull and stereotyped slip support abutment are installed, described pier upper surface is embedded with a square steel embedded board, described steel embedded board bottom surface is vertically installed with leg, be provided with several grout holes and air-vent on described steel embedded board: the construction method of installation that it is characterized in that above-mentioned laminated rubber bases and dull and stereotyped slip support abutment comprises the steps: 1) install the pier template,
2) set up the steel embedded board, adopt embedded sleeve barrel and embedded bar that the steel embedded board is positioned, the vertical reinforced-bar-welding in steel embedded board and pier is fixed;
3) steel embedded board and pier formed by integrally casting;
4) laminated rubber bases and dull and stereotyped slip support abutment are installed;
5) laminated rubber bases and dull and stereotyped slip support abutment and upper frame are fixed.
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, when laminated rubber bases and dull and stereotyped slip support abutment are installed, should control horizontal absolute altitude by the absolute altitude that arranges on the pre-plugged reinforcing bar, the recycling jack carries out the fine setting of absolute altitude.
As preferably, after dull and stereotyped slip support abutment installation, should take temporary fixed measure, guarantee that bearing X-axis and Y-axis center line all are in the same center line with the structural beams of upper frame.
As preferably, place on laminated rubber bases and dull and stereotyped slip support abutment one than bearing on the large supporting steel plate in plane, on supporting steel plate, the welding anchor bar is connected with upper frame, and supporting steel plate and upper frame one are built.
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 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 is provided with four, and described four grout holes evenly distribute around steel embedded board center.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 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.Spacing between steel bar column is 380mm.
The construction method of installation of above-mentioned laminated rubber bases and dull and stereotyped slip support abutment comprises the steps:
1) install the pier template;
2) set up the steel embedded board, adopt embedded sleeve barrel and embedded bar that the steel embedded board is positioned, the vertical reinforced-bar-welding in steel embedded board and pier is fixed;
3) steel embedded board and pier formed by integrally casting;
4) laminated rubber bases and dull and stereotyped slip support abutment are installed;
5) laminated rubber bases and dull and stereotyped slip support abutment and upper frame are fixed.
When laminated rubber bases and dull and stereotyped slip support abutment are installed, should control horizontal absolute altitude by the absolute altitude that arranges on the pre-plugged reinforcing bar, the recycling jack carries out the fine setting of absolute altitude.After dull and stereotyped slip support abutment installation, should take temporary fixed measure, guarantee that bearing X-axis and Y-axis center line all are in the same center line with the structural beams of upper frame.Place on laminated rubber bases and dull and stereotyped slip support abutment one than bearing on the large supporting steel plate in plane.On supporting steel plate, the welding anchor bar is connected with upper frame, and supporting steel plate and upper frame one are built.
Claims (8)
1. the construction method of installation 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, described pier upper surface is embedded with a square steel embedded board (20), described steel embedded board bottom surface is vertically installed with leg, be provided with several grout holes (21) and air-vent (22) on described steel embedded board, it is characterized in that: the construction method of installation of above-mentioned laminated rubber bases and dull and stereotyped slip support abutment comprises the steps:
1) install the pier template;
2) set up the steel embedded board, adopt embedded sleeve barrel and embedded bar that the steel embedded board is positioned, the vertical reinforced-bar-welding in steel embedded board and pier is fixed;
3) steel embedded board and pier formed by integrally casting;
4) laminated rubber bases and dull and stereotyped slip support abutment are installed;
5) laminated rubber bases and dull and stereotyped slip support abutment and upper frame are fixed.
2. the construction method of installation 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 construction method of installation of laminated rubber bases according to claim 1 and dull and stereotyped slip support abutment, it is characterized in that: described grout hole is provided with four, and described four grout holes evenly distribute around steel embedded board center.
4. the construction method of installation of laminated rubber bases according to claim 3 and dull and stereotyped slip support abutment, it is characterized in that: described air-vent is provided with eight, 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.
5. the construction method of installation 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, three pre-buried rollers on each corner all are isosceles right triangle and distribute.
6. the construction method of installation of laminated rubber bases according to claim 1 and dull and stereotyped slip support abutment, it is characterized in that: when laminated rubber bases and dull and stereotyped slip support abutment are installed, should control horizontal absolute altitude by the absolute altitude that arranges on the pre-plugged reinforcing bar, the recycling jack carries out the fine setting of absolute altitude.
7. the construction method of installation of laminated rubber bases according to claim 6 and dull and stereotyped slip support abutment, it is characterized in that: after dull and stereotyped slip support abutment installation, should take temporary fixed measure, guarantee that bearing X-axis and Y-axis center line all are in the same center line with the structural beams of upper frame.
8. the construction method of installation of laminated rubber bases according to claim 7 and dull and stereotyped slip support abutment, it is characterized in that: place on laminated rubber bases and dull and stereotyped slip support abutment one than bearing on the large supporting steel plate in plane, on supporting steel plate, the welding anchor bar is connected with upper frame, and supporting steel plate and upper frame one are built.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100773240A CN103174299A (en) | 2013-03-11 | 2013-03-11 | An installment and construction method of laminate rubber support and flat plate slipping support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100773240A CN103174299A (en) | 2013-03-11 | 2013-03-11 | An installment and construction method of laminate rubber support and flat plate slipping support |
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| CN103174299A true CN103174299A (en) | 2013-06-26 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485539A (en) * | 2013-09-23 | 2014-01-01 | 中国五冶集团有限公司 | Construction control method for large direct-buried steel anchor fluke embedded part |
| CN107642035A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of bearing embedded board for large-tonnage support grouting |
| CN110578298A (en) * | 2019-09-19 | 2019-12-17 | 常州市市政建设工程有限公司 | Concrete pouring process for top of viaduct upright post |
| CN112411363A (en) * | 2020-10-19 | 2021-02-26 | 中铁十六局集团有限公司 | Installation and construction method of shock insulation support |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006291469A (en) * | 2005-04-06 | 2006-10-26 | Kurosawa Construction Co Ltd | Base-isolated structure |
| CN102162305A (en) * | 2011-05-16 | 2011-08-24 | 江苏兴邦建工集团有限公司 | Construction process for installing elastic slippage shock isolation support |
| CN102434007A (en) * | 2011-12-21 | 2012-05-02 | 宿迁华夏建设(集团)工程有限公司 | Construction process for installing vibration isolation support among floors |
-
2013
- 2013-03-11 CN CN2013100773240A patent/CN103174299A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006291469A (en) * | 2005-04-06 | 2006-10-26 | Kurosawa Construction Co Ltd | Base-isolated structure |
| CN102162305A (en) * | 2011-05-16 | 2011-08-24 | 江苏兴邦建工集团有限公司 | Construction process for installing elastic slippage shock isolation support |
| CN102434007A (en) * | 2011-12-21 | 2012-05-02 | 宿迁华夏建设(集团)工程有限公司 | Construction process for installing vibration isolation support among floors |
Non-Patent Citations (3)
| Title |
|---|
| 唐际宇: "昆明新机场航站楼大直径橡胶隔震支座施工技术", 《施工技术》 * |
| 姜大力: "叠层橡胶隔震支座施工技术", 《建筑技术》 * |
| 王冬霞: "叠层橡胶隔震支座安装施工工法", 《科技情报开发与经济》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485539A (en) * | 2013-09-23 | 2014-01-01 | 中国五冶集团有限公司 | Construction control method for large direct-buried steel anchor fluke embedded part |
| CN103485539B (en) * | 2013-09-23 | 2015-08-19 | 中国五冶集团有限公司 | The construction control method of large-scale direct burial steel anchor fluke built-in fitting |
| CN107642035A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of bearing embedded board for large-tonnage support grouting |
| CN110578298A (en) * | 2019-09-19 | 2019-12-17 | 常州市市政建设工程有限公司 | Concrete pouring process for top of viaduct upright post |
| CN112411363A (en) * | 2020-10-19 | 2021-02-26 | 中铁十六局集团有限公司 | Installation and construction method of shock insulation support |
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Application publication date: 20130626 |