CN105350446A - Combined highway and railway bridge isolation shed frame and mounting method of wedge-shaped liners - Google Patents
Combined highway and railway bridge isolation shed frame and mounting method of wedge-shaped liners Download PDFInfo
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- CN105350446A CN105350446A CN201510768519.9A CN201510768519A CN105350446A CN 105350446 A CN105350446 A CN 105350446A CN 201510768519 A CN201510768519 A CN 201510768519A CN 105350446 A CN105350446 A CN 105350446A
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- bearing plate
- force bearing
- wedge
- slip
- fixation side
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D6/00—Truss-type bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a combined highway and railway bridge isolation shed frame and a mounting method of wedge-shaped liners, and relates to maintenance engineering. The combined highway and railway bridge isolation shed frame comprises a main truss vertical rod, an outer bracket, an inner bracket, an opposite-pull device and at least one wedge-shaped liner. The main truss vertical rod comprises at least one groove. The outer bracket is fixed to one side of the main truss vertical rod. The inner bracket is opposite to the outer bracket and is fixed to the other side of the main truss vertical rod. The two ends of the opposite-pull device are connected with the outer bracket and the inner bracket respectively. Each wedge-shaped liner is composed of a fixed side bearing plate and a sliding side bearing plate opposite to the fixed side bearing plate. The two ends of each wedge-shaped liner abut against the two opposite inner side walls of the corresponding groove. Wedge-shaped faces are arranged on the contact end faces of the fixed side bearing plates and the sliding side bearing plates, and the sliding side bearing plates can move in the direction of the wedge-shaped faces. According to the combined highway and railway bridge isolation shed frame, railway line operation safety can be guaranteed, and deformation of the main truss vertical rod can be reduced; and the mounting and fixing process of the wedge-shaped liners in the combined highway and railway bridge isolation shed frame is simple.
Description
Technical field
The present invention relates to maintenance works field, be specifically related to the mounting method of a kind of combined bridge isolation frame and wedge shape liner.
Background technology
Busy trunk lines steel truss girder combined bridge can not interrupt the operation of railway line in HIGHWAY MAINTENANCE process, ensure the safety of runing again, therefore isolation frame need be set up at main truss montant position, road bridge bottom, ensure railway line operation security, the inside and outside shelf bracket of the isolation many employings of frame is to drawing anchor ear on montant, but pulling force that inside and outside bracket applies is comparatively large, can there is distortion to a certain degree in main truss montant frange plate, therefore need arrange liner in montant frange plate.
But presently used inner lining structure, is mostly the regular length according to liner size design; And in installation, complex process in fixation procedure, lack auto-lock function.Main truss montant has used for many years, and there is discreteness distortion to a certain degree, liner size is difficult to control, and shake comparatively large in addition during train driving, liner needs certain shockproof properties, and therefore traditional inner lining structure applicability becomes lower.And Existing Railway Line maintenance works working space and the activity duration limited, to mounting process require higher.
There is the situation of discreteness distortion for current main truss montant, need a kind of combined bridge isolation frame that railway line operation security can improve again the distortion of main truss montant that can ensure.
Summary of the invention
For the defect existed in prior art, the object of the present invention is to provide a kind of combined bridge isolation frame that railway line operation security can improve again the distortion of main truss montant that can ensure.
For reaching above object, the technical scheme that the present invention takes is: a kind of combined bridge isolation frame, comprises,
One main truss montant, it comprises at least one groove;
One outrigger being fixed on described main truss montant side;
One is oppositely arranged with described outrigger and is fixed on the inside bracket of described main truss montant opposite side;
A pair drawing device, its two ends are connected with inside bracket with described outrigger respectively; And
At least one wedge shape liner, it is made up of the fixation side force bearing plate be oppositely arranged and slip side force bearing plate, described wedge shape liner two ends are held in two relative inside walls of described groove, and the end face that contacts of described fixation side force bearing plate and slip side force bearing plate is equipped with lozenges, and described slip side force bearing plate can move along described lozenges direction.
On the basis of technique scheme, the lozenges of described fixation side force bearing plate and described slip side force bearing plate is respectively equipped with fixation side wedge panel and slip side wedge panel.
On the basis of technique scheme, described fixation side force bearing plate is also provided with at least one fixation side stiffener, described fixation side stiffener is provided with gap near an inside wall of one end of described groove and described groove, and the other end of described fixation side stiffener is positioned at described fixation side force bearing plate; Described slip side force bearing plate is also provided with at least one slip side stiffener, described slip side stiffener is provided with gap near another inside wall of one end of described groove and described groove, and the other end of described slip side stiffener is positioned at described slip side force bearing plate.
On the basis of technique scheme, described fixation side force bearing plate is provided with two fixation side stiffeners, described slip side force bearing plate is provided with two slip side stiffeners, two described fixation side stiffeners are vertical with described fixation side force bearing plate with the inside wall of described groove respectively, and two described slip side stiffeners are vertical with described slip side force bearing plate with the inside wall of described groove respectively.
On the basis of technique scheme, described fixation side wedge panel and described slip side wedge panel are equipped with bolt hole, and described fixation side wedge panel is connected by check bolt with described slip side wedge panel.
On the basis of technique scheme, described bolt hole is slotted hole.
On the basis of technique scheme, the side of described fixation side wedge panel and described slip side wedge panel relative sliding is equipped with aluminium lamination.
On the basis of technique scheme, described main truss montant is H profile steel.
On the basis of technique scheme, described to loading the screw rod being set to and running through described outrigger and inside bracket, the two ends of described screw rod are separately fixed in described outrigger and inside bracket.
For the defect existed in prior art, the object of the invention is to the mounting method that wedge shape liner in a kind of installation and fixation procedure technique simple combined bridge isolation frame is also provided.
For reaching above object, the technical scheme that the present invention takes is: the mounting method of wedge shape liner in a kind of combined bridge isolation frame as described in any one of claim 1-6, is characterized in that: the method comprises the steps,
A () installs described fixation side force bearing plate in described groove;
B () installs described slip side force bearing plate in described groove, described slip side wedge panel and described fixation side wedge panel are fitted, and described fixation side force bearing plate is held in an inside wall of described groove, described slip side force bearing plate is held in another inside wall of described groove simultaneously;
C () installs check bolt between described fixation side wedge panel and described slip side wedge panel.
Compared with prior art, the invention has the advantages that:
(1) the combined bridge isolation frame in the present invention, its main truss montant is provided with adjustable self-locking wedge shape liner, this wedge shape liner side is fixed, one Slideslip, thus can according to the size in main truss montant liner space, adjust the length of liner self, expand the scope of application of liner, thus well solve the problem needing the liner designing multiple different size because main truss montant there is discreteness distortion.
(2) the combined bridge isolation frame in the present invention, after main truss montant being exerted pressure in maintenance process, fixation side wedge panel and the slip side wedge panel of its wedge shape liner form self-locking by frictional force, without the need to extra latch-up structure, make install and fixation procedure technique simple.
(3) the combined bridge isolation frame in the present invention, the fixation side wedge panel of its wedge shape liner and slip side wedge panel are that steel plate wedge shape is close to combination, through aluminium-plated process on it, increase its friction factor, simultaneously, fixation side wedge panel and slip side wedge panel are also fixed by check bolt, and what make this liner can prevent from producing because of vibrations gets loose.Thus further improve because liner gets loose the deformation effect caused to main truss montant.
Accompanying drawing explanation
Fig. 1 is the elevation of combined bridge isolation frame in the present invention;
Fig. 2 is the top view of combined bridge isolation frame in the present invention;
Fig. 3 is the structural representation in the present invention under wedge shape liner standard state;
Fig. 4 is the structural representation in the present invention under wedge shape liner shortening state;
Fig. 5 is the structural representation in the present invention under wedge shape liner elongation state.
In figure: 1-main truss montant, 11-groove, 2-outrigger, 3-inside bracket, 4-wedge shape liner, 41-fixation side force bearing plate, 411-fixation side wedge panel, 412-fixation side stiffener, 42-slip side force bearing plate, 421-slip side wedge panel, 422-slip side stiffener, 5-check bolt, 6-is to drawing device.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail.
Shown in Fig. 1 and Fig. 2, the invention provides a kind of combined bridge isolation frame, it comprises main truss montant 1, outrigger 2, inside bracket 3, wedge shape liner 4 and to drawing device 6.
This main truss montant 1, can select H profile steel usually, and wedge shape liner 4 is arranged in groove 11, and the concrete quantity of wedge shape liner 4 rationally can be determined according to the length of main truss montant 1 and stressing conditions.
This outrigger 2 is fixed on the side of main truss montant 1, and inside bracket 3 and outrigger 2 are oppositely arranged, and are fixed on the opposite side of main truss montant 1, usually can by outrigger 2 and inside bracket 3 to drawing anchor ear on main truss montant 1.
To drawing device 6 for running through the screw rod of outrigger 2 and inside bracket 3, the two ends of screw rod are separately fixed in outrigger 2 and inside bracket 3 by nut.
Shown in Figure 3, wedge shape liner 4 its be made up of the fixation side force bearing plate 41 be oppositely arranged and slip side force bearing plate 42, the end face that fixation side force bearing plate 41 and slip side force bearing plate 42 contact is equipped with lozenges, and slip side force bearing plate 42 can move along described lozenges direction.When force bearing plate 42 slip in slip side puts in place, slip side force bearing plate 42 and fixation side force bearing plate 41 are fitted, and the two ends of wedge shape liner 4 are held in two relative inside walls of groove 11 simultaneously.
In order to improve the friction factor of wedge shape liner 4, increasing friction force, the side of fixation side force bearing plate 41 and slip side force bearing plate 42 relative sliding is respectively equipped with fixation side wedge panel 411 and slip side wedge panel 421.Wherein fixation side wedge panel 411 and slip side wedge panel 421 are steel plate, first carry out aluminium-plated process to fixation side wedge panel 411 and slip side wedge panel 421 before using.The contact surface of fixation side force bearing plate 41 and slip side force bearing plate 42 and groove 11 and need polishing to hold out against between fixation side wedge panel 411 and slip side wedge panel 421, ensures that bonding surface fits tightly, makes structural entity uniform force.
In order to improve stability under loading and increase intensity and the rigidity of wedge shape liner 4, fixation side force bearing plate 41 and slip side force bearing plate 42 are also respectively equipped with fixation side stiffener 412 and slip side stiffener 422.Wherein fixation side stiffener 412 is provided with gap near an inside wall of one end of groove 11 and groove 11, and the other end of fixation side stiffener 412 is positioned at fixation side force bearing plate 41.Slip side stiffener 422 is provided with gap near another inside wall of one end of groove 11 and groove 11, and the other end of slip side stiffener 422 is positioned at slip side force bearing plate 42.In the present invention, fixation side force bearing plate 41 is provided with two fixation side stiffeners 412, slip side force bearing plate 42 is provided with two slip side stiffeners 422, wherein two fixation side stiffeners 412 are vertical with fixation side force bearing plate 41 with the inside wall of groove 11 respectively, and slip side stiffener 422 is vertical with slip side force bearing plate 42 with the inside wall of groove 11 respectively.When main truss montant 1 compressive deformation, due to the gap be provided with in advance, main truss montant 1 can not contact fixation side stiffener 412 and slip side stiffener 422, thus can ensure wedge shape liner 4 by fixation side force bearing plate 41 and slip side force bearing plate 42 stressed, can make stressed evenly.In addition be provided with gap also can ensure can not interfere when installing, more convenient workman installs.
In order to prevent wedge shape liner 4 from getting loose because being given a shock, fixation side wedge panel 411 and slip side wedge panel 421 are equipped with check bolt hole.After force bearing plate 42 slip in slip side puts in place, with check bolt 5, fixation side wedge panel 411 and slip side wedge panel 421 are fixed.Wherein check bolt hole is slotted hole, can ensure that check bolt 5 still can penetrate smoothly under wedge shape liner 4 space length changes slip side force bearing plate 42 sliding condition caused.Check bolt 5 adopts high-strength bolt and joins double nut, packing ring, and bolt is executed and twisted in strict accordance with related specifications requirement, prevents bolt from should shake generation and gets loose.
The installation of the wedge shape liner 4 in the present invention should be carried out before main truss montant 1 is exerted pressure.First fixation side force bearing plate 41 is installed, and is temporarily fixed in groove 11.Carry out the installation of slip side force bearing plate 42 again, slide on the upside of fixation side wedge panel 411 when slip side force bearing plate 42 is installed, touch with hammer after putting in place, ensure the not slippage under deadweight state of wedge shape liner 4.Now slip side wedge panel 421 will fit tightly with fixation side wedge panel 411, and fixation side force bearing plate 41 be held in groove 11 one inside, slip side force bearing plate 42 is held in inside another of groove 11 simultaneously.And then main truss montant 1 is exerted pressure, fixation side wedge panel 411 and slip side wedge panel 421 realize self-locking by frictional force, finally penetrate, fastening check bolt 5, complete wedge shape liner 4 and install.Whole installation and fixation procedure technique very simple.
The wedge shape liner 4 in the present invention is adopted to prevent main truss montant 1 compressive deformation from usually there are following three kinds of situations:
As shown in Figure 3, the length of wedge shape liner 4 and main truss montant 1 liner space and groove 11 measure-alike, wedge shape liner 4 is in standard state, fricton-tight.
As shown in Figure 4, the length of wedge shape liner 4 is greater than the size of groove 11, and now slip side force bearing plate 42 needs upward sliding, and wedge shape liner 4 length is shortened, thus makes the consistent size of wedge shape liner 4 and groove 11.
As shown in Figure 5, the length of wedge shape liner 4 is less than the size of groove 11, and now slip side force bearing plate 42 needs slide downward, makes wedge shape liner 4 length, thus makes the consistent size of wedge shape liner 4 and groove 11.
In sum, owing to being provided with wedge shape liner 4 at combined bridge isolation frame, the problem needing the liner designing multiple different size that main truss montant 1 liner space is inconsistent can well be solved, thus better can go the problem on deformation solving main truss montant 1.
Combined bridge isolation frame in the present invention, owing to which employs the wedge shape liner 4 of adjustable self-locking, thus can according to the size in main truss montant 1 liner space, adjust the length of wedge shape liner 4, expand the scope of application of wedge shape liner 4, well solve the inconsistent problem needing the liner designing multiple different size in current main truss montant 1 liner space, thus better can go the problem on deformation solving main truss montant 1.After exerting pressure to main truss montant 1 in maintenance process, fixation side wedge panel 411 and slip side wedge panel 421 form self-locking by frictional force, without the need to extra latch-up structure, make fixation procedure technique simple.Fixation side wedge panel 411 with slip side wedge panel 421 for steel plate wedge shape is close to combination, through aluminium-plated process on it, increase its friction factor, simultaneously, fixation side wedge panel 411 and slip side wedge panel 421 are also fixed by check bolt 5, what make wedge shape liner 4 can prevent from producing because of vibrations gets loose, thus further improves because liner gets loose the deformation effect caused to main truss montant 1.
The present invention is not limited to above-mentioned embodiment, and for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications are also considered as within protection scope of the present invention.The content be not described in detail in this manual belongs to the known prior art of professional and technical personnel in the field.
Claims (10)
1. a combined bridge isolation frame, is characterized in that: comprise,
One main truss montant (1), it comprises at least one groove (11);
One outrigger (2) being fixed on described main truss montant (1) side;
One is oppositely arranged with described outrigger (2) and is fixed on the inside bracket (3) of described main truss montant (1) opposite side;
A pair drawing device (6), its two ends are connected with inside bracket (3) with described outrigger (2) respectively; And
At least one wedge shape liner (4), it is made up of the fixation side force bearing plate (41) be oppositely arranged and slip side force bearing plate (42), described wedge shape liner (4) two ends are held in two relative inside walls of described groove (11), and the end face that contacts of described fixation side force bearing plate (41) and slip side force bearing plate (42) is equipped with lozenges, and described slip side force bearing plate (42) can be moved along described lozenges direction.
2. combined bridge isolation frame as claimed in claim 1, is characterized in that: the lozenges of described fixation side force bearing plate (41) and described slip side force bearing plate (42) is respectively equipped with fixation side wedge panel (411) and slip side wedge panel (421).
3. combined bridge isolation frame as claimed in claim 2, it is characterized in that: described fixation side force bearing plate (41) is also provided with at least one fixation side stiffener (412), described fixation side stiffener (412) is provided with gap near one end of described groove (11) and an inside wall of described groove (11), and the other end of described fixation side stiffener (412) is positioned at described fixation side force bearing plate (41); Described slip side force bearing plate (42) is also provided with at least one slip side stiffener (422), described slip side stiffener (422) is provided with gap near one end of described groove (11) and another inside wall of described groove (11), and the other end of described slip side stiffener (422) is positioned at described slip side force bearing plate (42).
4. combined bridge isolation frame as claimed in claim 3, it is characterized in that: described fixation side force bearing plate (41) is provided with two fixation side stiffeners (412), described slip side force bearing plate (42) is provided with two slip sides stiffener (422), two described fixation side stiffeners (412) are vertical with described fixation side force bearing plate (41) with the inside wall of described groove (11) respectively, and two described slip sides stiffener (422) are vertical with described slip side force bearing plate (42) with the inside wall of described groove (11) respectively.
5. combined bridge isolation frame as claimed in claim 4, it is characterized in that: described fixation side wedge panel (411) and described slip side wedge panel (421) are equipped with bolt hole, and described fixation side wedge panel (411) is connected by check bolt (5) with described slip side wedge panel (421).
6. combined bridge isolation frame as claimed in claim 5, is characterized in that: described bolt hole is slotted hole.
7. the combined bridge isolation frame as described in any one of claim 2-6, is characterized in that: the side of described fixation side wedge panel (411) and described slip side wedge panel (421) relative sliding is equipped with aluminium lamination.
8. the combined bridge isolation frame as described in any one of claim 2-6, is characterized in that: described main truss montant (1) is H profile steel.
9. the combined bridge isolation frame as described in any one of claim 2-6, it is characterized in that: described to drawing device (6) for running through the screw rod of described outrigger (2) and inside bracket (3), the two ends of described screw rod are separately fixed in described outrigger (2) and inside bracket (3).
10. in the combined bridge isolation frame as described in any one of claim 1-6, a mounting method for wedge shape liner, is characterized in that: the method comprises the steps,
A () installs described fixation side force bearing plate (41) in described groove (11);
B () installs described slip side force bearing plate (42) in described groove (11), described slip side wedge panel (421) and described fixation side wedge panel (411) are fitted, and described fixation side force bearing plate (41) is held in an inside wall of described groove (11), described slip side force bearing plate (42) is held in another inside wall of described groove (11) simultaneously;
C () installs check bolt (5) between described fixation side wedge panel (411) and described slip side wedge panel (421).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510768519.9A CN105350446B (en) | 2015-11-11 | 2015-11-11 | Combined highway and railway bridge isolation shed frame and mounting method of wedge-shaped liners |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510768519.9A CN105350446B (en) | 2015-11-11 | 2015-11-11 | Combined highway and railway bridge isolation shed frame and mounting method of wedge-shaped liners |
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| Publication Number | Publication Date |
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| CN105350446A true CN105350446A (en) | 2016-02-24 |
| CN105350446B CN105350446B (en) | 2017-02-01 |
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| CN201510768519.9A Active CN105350446B (en) | 2015-11-11 | 2015-11-11 | Combined highway and railway bridge isolation shed frame and mounting method of wedge-shaped liners |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101745548B1 (en) | 2016-11-01 | 2017-06-12 | 윤진석 | Movable repair braket for port bearing of bridge |
| CN111910537A (en) * | 2020-08-28 | 2020-11-10 | 河南省正航建设工程有限公司 | Space truss reinforcing system of bridge double-limb pier |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101745548B1 (en) | 2016-11-01 | 2017-06-12 | 윤진석 | Movable repair braket for port bearing of bridge |
| CN111910537A (en) * | 2020-08-28 | 2020-11-10 | 河南省正航建设工程有限公司 | Space truss reinforcing system of bridge double-limb pier |
| CN111910537B (en) * | 2020-08-28 | 2021-11-12 | 河南省正航建设工程有限公司 | Space truss reinforcing system of bridge double-limb pier |
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| CN105350446B (en) | 2017-02-01 |
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Inventor after: Lou Song Inventor after: Peng Siqian Inventor after: Jin Bo Inventor after: Kang Chao Inventor after: Zheng Chao Inventor after: Zhang Wu Inventor after: Liu Qiang Inventor after: Chen Yong Inventor after: Wang Yalong Inventor after: Liu Shuguang Inventor after: Jiang Yong Inventor after: Wang Jiezao Inventor after: Wu Yunhong Inventor before: Lou Song Inventor before: Jin Bo Inventor before: Kang Chao Inventor before: Zheng Chao Inventor before: Zhang Wu Inventor before: Chen Yong Inventor before: Wang Yalong Inventor before: Liu Shuguang Inventor before: Jiang Yong Inventor before: Wang Jiezao Inventor before: Wu Yunhong Inventor before: Peng Siqian |
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Effective date of registration: 20161207 Address after: 430000 Wuhan Province, East Lake New Technology Development Zone, No., No. six high tech Road, No. 97 Applicant after: China Railway Major Bridge Engineering Bureau Wuhan Bridge Special Technology Co., Ltd. Applicant after: Group Co., Ltd., Zhongtie Daqiao Bureau Applicant after: Jiangxi Ganewan Luqiao Investment Limited Address before: 430074 Hubei province Wuhan Dongxin East Lake New Technology Development Zone Road SBI Venture Street No. 6 Building 12 layer Applicant before: China Railway Major Bridge Engineering Bureau Wuhan Bridge Special Technology Co., Ltd. Applicant before: Group Co., Ltd., Zhongtie Daqiao Bureau |
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