CN103276673A - Reusable bridge rotation construction spherical hinge - Google Patents

Reusable bridge rotation construction spherical hinge Download PDF

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Publication number
CN103276673A
CN103276673A CN2013102139828A CN201310213982A CN103276673A CN 103276673 A CN103276673 A CN 103276673A CN 2013102139828 A CN2013102139828 A CN 2013102139828A CN 201310213982 A CN201310213982 A CN 201310213982A CN 103276673 A CN103276673 A CN 103276673A
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CN
China
Prior art keywords
ball pivot
bridge
spherical hinge
fixedly connected
rotator construction
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
Application number
CN2013102139828A
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Chinese (zh)
Inventor
张建慈
张建平
臧丹
任国华
魏晓江
杨云
鲁智安
蔡文胜
曾水长
王之三
钟锐锋
高云辉
欧剑
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China Railway 25th Bureau Group Co Ltd
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China Railway 25th Bureau Group Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by China Railway 25th Bureau Group Co Ltd filed Critical China Railway 25th Bureau Group Co Ltd
Priority to CN2013102139828A priority Critical patent/CN103276673A/en
Publication of CN103276673A publication Critical patent/CN103276673A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a reusable bridge rotation construction spherical hinge. The reusable bridge rotation construction spherical hinge comprises an upper spherical hinge and a lower spherical hinge, the upper spherical hinge is fixedly connected with a bridge bottom, the lower spherical hinge is fixedly connected with a pier top, upper anchor bolts are fixedly connected on the upper surface of the upper spherical hinge, upper sleeves embedded into the bridge bottom are fixedly connected with the upper anchor bolts, lower anchor bolts are fixedly connected on the lower surface of the lower spherical hinge, and lower sleeves embedded into the pier top are fixedly connected with the lower anchor bolts. The reusable bridge rotation construction spherical hinge has the advantages that the upper spherical hinge of the spherical hinge is detachably connected with the bridge bottom through the upper anchor bolts and the upper sleeves, the lower spherical hinge of the spherical hinge is detachably connected with the pier top through the lower anchor bolts and the lower sleeves, and after rotation construction of a bridge is completed, the upper spherical hinge and the lower spherical hinge can be detached to be reused for rotation construction of other bridges, so that cost of bridge rotation construction is saved. The reusable bridge rotation construction spherical hinge is applied to the field of bridge construction.

Description

A kind of bridge rotator construction ball pivot that can reuse
Technical field
The present invention relates to a kind of bridge auxiliary construction device, particularly relate to a kind of bridge rotator construction ball pivot.
Background technology
Fast development along with China railways, highway, the bridge of crossing over existing line will get more and more, the design and construction of crossing over the existing line bridge becomes in the Bridges in Our Country engineering by question of common concern, at present span less than 150m with interior bridge design in, reinforced concrete continuous beam is the most frequently used employing scheme.
The continuous girder bridge job practices has 4 kinds at present, the method for namely turning, incremental launching method, free cantilever casting method and support cast-in-place method, and these 4 kinds of method for bridge construction respectively have excellent, shortcoming.For the continuous beam of crossing over existing line, incremental launching method, free cantilever casting method and cast-in-place support method are disturbed greatly railway operation because the interior activity duration of line is long, have bigger construction risk, thereby less being used.And the method cross-line activity duration of turning is short, construction safety risk is less relatively, and is little to existing line operation influence, and therefore, the method for turning is to cross over the more satisfactory method of existing line construction.
The method of continuous girder bridge rotator construction mainly contains 2 kinds, it is the method for turning at the bottom of the pier and the Dun Ding method of turning, the continuous girder bridge rotator construction need use the construction ball pivot, traditional construction ball pivot is fixed on top rotary table in the concrete, after finishing, construction namely seals admittedly by concreting, make the construction ball pivot not reuse by secondary, caused great cost waste.
Summary of the invention
For addressing the above problem, the invention provides a kind of bridge rotator construction ball pivot that is repeatedly used.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of bridge rotator construction ball pivot that can reuse, comprise with the last ball pivot of fixedlying connected at the bottom of the beam and with pier and push up the following ball pivot of fixedlying connected, the upper surface of last ball pivot is fixedly connected with crab-bolt, fixedly connected with last crab-bolt and to be provided with upper bush at the bottom of the built-in beam, the soffit of following ball pivot is fixedly connected with down crab-bolt, fixedlys connected with following crab-bolt to be provided with the lower sleeve that embeds Dun Ding.
Be further used as the improvement of technical solution of the present invention, the upper surface of following ball pivot is the sphere of indent, the soffit of last ball pivot is the sphere of the evagination that is complementary with following ball pivot, and last ball pivot is provided with the centre bore that communicates with the center of following ball pivot, is provided with central pin shaft in the centre bore.
Be further used as the improvement of technical solution of the present invention, the upper surface of last ball pivot is provided with and the pre-embedded steel slab of fixedlying connected at the bottom of the beam, is provided with billet between the bottom surface of pre-embedded steel slab and the upper surface of last ball pivot.
Be further used as the improvement of technical solution of the present invention, be equipped with anchor hole on pre-embedded steel slab and the billet.
Be further used as the improvement of technical solution of the present invention, the periphery of last ball pivot and following ball pivot is equipped with junction plate, is provided with some connecting bolts between two junction plates.
Be further used as the improvement of technical solution of the present invention, be provided with some circular grooves in the spill sphere of following ball pivot, be provided with some slide plates in the circular groove.
Be further used as the improvement of technical solution of the present invention, slide plate is polytetrafluoroethylmaterial material.
Beneficial effect of the present invention: the last ball pivot of this bridge rotator construction ball pivot by last crab-bolt and upper bush with carry out dismountable the connection at the bottom of the beam, ball pivot also passes through crab-bolt and lower sleeve and dismountable connection of pier jacking row down under it, after bridge is finished rotator construction, removable ball pivot and the following ball pivot laid down, repeatedly to be re-used in the bridge rotator construction, save the cost of bridge rotator construction.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing:
Fig. 1 is embodiment of the invention installment state schematic diagram;
Fig. 2 is embodiment of the invention generalized section;
Fig. 3 is embodiment of the invention outside front view;
Fig. 4 is that the embodiment of the invention is overlooked and partly cutd open figure.
The specific embodiment
With reference to Fig. 1~Fig. 4, the present invention is a kind of bridge rotator construction ball pivot that can reuse, the last ball pivot 1 that comprises and fixedly connected at the bottom of the beam and the following ball pivot 2 of fixedlying connected with the pier top, the upper surface of last ball pivot 1 is fixedly connected with crab-bolt 3, fixedly connected with last crab-bolt 3 and to be provided with upper bush 4 at the bottom of the built-in beam, the soffit of following ball pivot 2 is fixedly connected with down crab-bolt 5, fixedlys connected with following crab-bolt 5 to be provided with the lower sleeve 6 that embeds Dun Ding.
The last ball pivot 1 of this bridge rotator construction ball pivot by last crab-bolt 3 and upper bush 4 with carry out dismountable the connection at the bottom of the beam, ball pivot 2 also passes through crab-bolt 5 and lower sleeve 6 and dismountable connection of pier jacking row down under it, after bridge is finished rotator construction, removable ball pivot 1 and the following ball pivot 2 laid down, repeatedly to be re-used in the bridge rotator construction, save the cost of bridge rotator construction.
Be further used as the improvement of technical solution of the present invention, the upper surface of following ball pivot 2 is the sphere of indent, the soffit of last ball pivot 1 is the sphere of the evagination that is complementary with following ball pivot 2, and last ball pivot 1 is provided with the centre bore 7 that communicates with the center of following ball pivot 2, is provided with central pin shaft 71 in the centre bore 7.
The last ball pivot that is complementary 1 and following ball pivot 2 can make things convenient for the bridge operation of turning, and central pin shaft 71 is set in the centre bore 7, has guaranteed that bridge is in the process safe of turning.
Be further used as the improvement of technical solution of the present invention, the upper surface of last ball pivot 1 is provided with and the pre-embedded steel slab 8 of fixedlying connected at the bottom of the beam, is provided with billet 81 between the upper surface of the bottom surface of pre-embedded steel slab 8 and last ball pivot 1.
Pre-embedded steel slab 8 and billet 81 are plugged at the bottom of the beam and between the upper surface of last ball pivot 1, turn finish after, remove the billet 81 of pre-embedded steel slab 8 and 1 of last ball pivot, the gap increase between can making at the bottom of ball pivot 1 and the beam, make that with convenient going up ball pivot 1 appears on the stage, to remove ball pivot 1.
Be further used as the improvement of technical solution of the present invention, be equipped with anchor hole on pre-embedded steel slab 8 and the billet 81.
Be further used as the improvement of technical solution of the present invention, the periphery of last ball pivot 1 and following ball pivot 2 is equipped with 9 of junction plate 9, two junction plates and is provided with some connecting bolts 91.
Before bridge carries out rotator construction, can make ball pivot 1 and following ball pivot 2 relative fixed by the some connecting bolts 91 around last ball pivot 1 and following ball pivot 2, with the guarantee safety of construction.
Be further used as the improvement of technical solution of the present invention, be provided with some circular grooves 21 in the spill sphere of following ball pivot 2, be provided with some slide plates 22 in the circular groove 21.
As the improvement of technical solution of the present invention, slide plate 22 is polytetrafluoroethylmaterial material.
Before slide plate 22 is installed, butter and tetrafluoro powder mixed configuration is good after, put into the central pin shaft sleeve, then central pin shaft 71 is put into the central pin shaft sleeve, and assurance central pin shaft 71 is consistent with central pin shaft sleeve gap on every side.
Slide plate 22 installs the back and fills up the gap of 21 of the slide plate 22 of polytetrafluoroethylmaterial material and circular grooves, the installation of ball pivot 1 on carrying out with the butter tetrafluoro powder that configures.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite of spirit of the present invention, the modification that these are equal to or replacement all are included in the application's claim institute restricted portion.

Claims (7)

1. bridge rotator construction ball pivot that can reuse, it is characterized in that: comprise with the last ball pivot (1) of fixedlying connected at the bottom of the beam and with pier and push up the following ball pivot (2) of fixedlying connected, the described upper surface of going up ball pivot (1) is fixedly connected with crab-bolt (3), fixedly connected and be provided with upper bush (4) at the bottom of the built-in beam with the described crab-bolt (3) that goes up, the described soffit of ball pivot (2) down is fixedly connected with down crab-bolt (5), fixedlys connected with described crab-bolt (5) down to be provided with the lower sleeve (6) that embeds Dun Ding.
2. the bridge rotator construction ball pivot that can reuse according to claim 1, it is characterized in that: the described upper surface of ball pivot (2) down is the sphere of indent, the described soffit of going up ball pivot (1) is the sphere of the evagination that is complementary with following ball pivot (2), the described ball pivot (1) of going up is provided with the centre bore (7) that communicates with the center of following ball pivot (2), is provided with central pin shaft (71) in the described centre bore (7).
3. the bridge rotator construction ball pivot that can reuse according to claim 1 and 2, it is characterized in that: the described upper surface of going up ball pivot (1) is provided with and the pre-embedded steel slab of fixedlying connected at the bottom of the beam (8), is provided with billet (81) between the upper surface of the bottom surface of described pre-embedded steel slab (8) and last ball pivot (1).
4. the bridge rotator construction ball pivot that can reuse according to claim 3 is characterized in that: be equipped with anchor hole on described pre-embedded steel slab (8) and the billet (81).
5. the bridge rotator construction ball pivot that can reuse according to claim 1 and 2, it is characterized in that: described periphery of going up ball pivot (1) and following ball pivot (2) is equipped with junction plate (9), is provided with some connecting bolts (91) between two described junction plates (9).
6. the bridge rotator construction ball pivot that can reuse according to claim 1 and 2 is characterized in that: be provided with some circular grooves (21) in the spill sphere of described ball pivot (2) down, be provided with some slide plates (22) in the described circular groove (21).
7. the bridge rotator construction ball pivot that can reuse according to claim 6, it is characterized in that: described slide plate (22) is polytetrafluoroethylmaterial material.
CN2013102139828A 2013-05-31 2013-05-31 Reusable bridge rotation construction spherical hinge Pending CN103276673A (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105115706A (en) * 2015-07-17 2015-12-02 河海大学 Axial compression test spherical hinge support and using method thereof
CN106638287A (en) * 2017-01-20 2017-05-10 株洲时代新材料科技股份有限公司 Friction pendulum bearing and replacing method of shear-resistant stop pin of friction pendulum bearing
CN106869037A (en) * 2017-03-22 2017-06-20 中铁建大桥工程局集团第五工程有限公司 The reusable ball pivot construction of pier top erection by swing constructing continuous beam
CN110409317A (en) * 2019-08-16 2019-11-05 中铁十四局集团第三工程有限公司 A kind of Rotary ball hinge and its installation method
CN110670485A (en) * 2019-09-19 2020-01-10 中铁武汉勘察设计研究院有限公司 Bridge construction method combining rotation and height adjustment

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2721778Y (en) * 2004-08-30 2005-08-31 铁道第二勘察设计院 Rotary ball hinge
CN201343701Y (en) * 2008-12-16 2009-11-11 洛阳双瑞特种装备有限公司 Hinge shaft steel supporting seat for vertical rotating construction
CN101694085A (en) * 2009-10-13 2010-04-14 东南大学 Compound mild-steel energy-consumption bridge bearer
CN101818482A (en) * 2010-03-22 2010-09-01 中铁十二局集团第二工程有限公司 Method for constructing road swivel bridge and railway swivel bridge by using turnplate spherical hinge
CN201695331U (en) * 2010-01-07 2011-01-05 中交第二公路工程局有限公司 Flat turning device for continuous beam steel spherical hinge method
JP4726093B1 (en) * 2010-08-25 2011-07-20 株式会社美和テック Support device for height adjustment for structures
CN202809481U (en) * 2012-09-11 2013-03-20 成都市新筑路桥机械股份有限公司 Shock-absorption-insulation supporting base of large-span steel truss structural bridge
CN203361027U (en) * 2013-05-31 2013-12-25 中铁二十五局集团第一工程有限公司 Bridge rotation construction spherical hinge capable of being used repeatedly

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2721778Y (en) * 2004-08-30 2005-08-31 铁道第二勘察设计院 Rotary ball hinge
CN201343701Y (en) * 2008-12-16 2009-11-11 洛阳双瑞特种装备有限公司 Hinge shaft steel supporting seat for vertical rotating construction
CN101694085A (en) * 2009-10-13 2010-04-14 东南大学 Compound mild-steel energy-consumption bridge bearer
CN201695331U (en) * 2010-01-07 2011-01-05 中交第二公路工程局有限公司 Flat turning device for continuous beam steel spherical hinge method
CN101818482A (en) * 2010-03-22 2010-09-01 中铁十二局集团第二工程有限公司 Method for constructing road swivel bridge and railway swivel bridge by using turnplate spherical hinge
JP4726093B1 (en) * 2010-08-25 2011-07-20 株式会社美和テック Support device for height adjustment for structures
CN202809481U (en) * 2012-09-11 2013-03-20 成都市新筑路桥机械股份有限公司 Shock-absorption-insulation supporting base of large-span steel truss structural bridge
CN203361027U (en) * 2013-05-31 2013-12-25 中铁二十五局集团第一工程有限公司 Bridge rotation construction spherical hinge capable of being used repeatedly

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105115706A (en) * 2015-07-17 2015-12-02 河海大学 Axial compression test spherical hinge support and using method thereof
CN106638287A (en) * 2017-01-20 2017-05-10 株洲时代新材料科技股份有限公司 Friction pendulum bearing and replacing method of shear-resistant stop pin of friction pendulum bearing
CN106638287B (en) * 2017-01-20 2018-06-05 株洲时代新材料科技股份有限公司 The replacing options of friction pendulum support and its shearing resistance spacer pin
CN106869037A (en) * 2017-03-22 2017-06-20 中铁建大桥工程局集团第五工程有限公司 The reusable ball pivot construction of pier top erection by swing constructing continuous beam
CN110409317A (en) * 2019-08-16 2019-11-05 中铁十四局集团第三工程有限公司 A kind of Rotary ball hinge and its installation method
CN110670485A (en) * 2019-09-19 2020-01-10 中铁武汉勘察设计研究院有限公司 Bridge construction method combining rotation and height adjustment
CN110670485B (en) * 2019-09-19 2021-01-01 中铁武汉勘察设计研究院有限公司 Bridge construction method combining rotation and height adjustment

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Application publication date: 20130904