CN203270450U - Split flexural resistance multidirectional deflexion bridge stretching device - Google Patents

Split flexural resistance multidirectional deflexion bridge stretching device Download PDF

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Publication number
CN203270450U
CN203270450U CN 201320278768 CN201320278768U CN203270450U CN 203270450 U CN203270450 U CN 203270450U CN 201320278768 CN201320278768 CN 201320278768 CN 201320278768 U CN201320278768 U CN 201320278768U CN 203270450 U CN203270450 U CN 203270450U
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CN
China
Prior art keywords
plate
comb tooth
case beam
steel case
transverse joint
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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.)
Withdrawn - After Issue
Application number
CN 201320278768
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Chinese (zh)
Inventor
焦洪林
岳军
周斌
赵光红
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Chengdu Xinzhu Road and Bridge Machinery Co Ltd
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Chengdu Xinzhu Road and Bridge Machinery Co Ltd
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Priority to CN 201320278768 priority Critical patent/CN203270450U/en
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Publication of CN203270450U publication Critical patent/CN203270450U/en
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Abstract

The utility model discloses a split flexural resistance multidirectional deflexion bridge stretching device which comprises a first steel box girder, a second steel box girder and a seam spanning plate. A pavement layer and a fixed comb tooth plate are arranged on the first steel box girder. A movable comb tooth plate is arranged at an end portion of the fixed comb tooth plate. A C-shaped steel seat is arranged on the second steel box girder. One end of the seam spanning plate achieves position fixation through a fixation end installation seat and a fixation elastic supporting seat on an end face of the second steel box girder. A sealing glue strip is used for sealing between the seam spanning plate and the C-shaped seteel seat. An end portion of the movable comb tooth plate is connected with the seam spanning plate through a two-connection rod. The split flexural resistance multidirectional deflexion bridge stretching device has the advantages that when an end portion of a bridge undergoes transverse displacing and vertical rotation, the two-connection rod structure between the movable comb tooth plate and the seam spanning plate can eliminate affection on the movable comb tooth plate by transverse displacing and vertical rotation of the seam spanning plate and the movable comb tooth plate is in the optimal stressed state.

Description

A kind of split type anti-crawl agentdefiection becomes Multidirectional displacement bridge expansion device
Technical field
The utility model relates to the bridge technology field, and particularly a kind of split type anti-crawl agentdefiection for bridge expanssion joint becomes Multidirectional displacement bridge expansion device.
Background technology
In the time of under the car load effect, bridge beam body produces deflection deformation, certain upwarping and sink will appear in beam-ends, stretching device profile of tooth steel plate also will upwarp thereupon and sink this moment, the profile of tooth steel plate forms nonflexible line with the beam body and contacts, local formation is heavily stressed, and the chronic fatigue effect very easily causes structural damage.
In the bridges such as cable stayed bridge, suspension bridge, arc beam bridge, especially when beam body stroke is larger, the beam body except can occur under car load and temperature effect vertically, vertical deflection, transversion malposition that also can the occurred level direction under other factors such as wind-force and sector deformed.Be the staged occlusion structure between the broach of traditional monolithic comb plate stretching device, under the lateral deformation effect, broach can produce and wreck, thereby causes the damage of whole stretching device.
The utility model content
Goal of the invention of the present utility model is: provide a kind of novel main solution to scratch the bridge extension joint of change problem, mainly solve the connectivity problem between profile of tooth steel plate and transverse joint plate, make the profile of tooth steel plate no longer be subject to upwarping because of the transverse joint plate that the beam body deformability causes the impact of sinking.
the technical solution adopted in the utility model is such: a kind of split type anti-crawl agentdefiection becomes Multidirectional displacement bridge expansion device, comprise steel case beam one, steel case beam two and transverse joint plate, mat formation layer and fixed fingers plate are set on described steel case beam one, fixed fingers plate end arranges the movable comb tooth plate, on described steel case beam two, C shaped steel seat is set, described transverse joint plate one end by be arranged on steel case beam biend the fixed end mount pad and fixedly the elastomeric bearing seat realize that the position fixes, seal with sealing joint strip between transverse joint plate and C shaped steel seat, adopt two connecting rods to be connected between the end of described movable comb tooth plate and transverse joint plate.
Adopt the V-type rubber strips to seal on two connecting rod tops between the end of movable comb tooth plate and transverse joint plate, make the rubbish such as rainwater dust can not enter two connecting rod positions, guaranteed the normal use of two connecting rods.
As optimal way, described two connecting rods from left to right comprise successively between otic placode, contiguous block, sliding shoe and otic placode and this and being rotationally connected by bearing pin one, bearing pin two and bearing pin three realizations respectively, the otic placode of left end is fixedly connected with the movable comb tooth plate, and the otic placode of right-hand member is fixedly connected with transverse joint plate.Further preferred as to the described optimal way of leading portion, described contiguous block has two, is connected to bearing pin two two ends, and sliding shoe is between two contiguous blocks and can endwisely slip on bearing pin two.Because sliding shoe can slide on bearing pin two, eliminated the movable comb tooth plate and be subject to the impact that the transverse joint plate transversion malposition brings.
As optimal way, also be provided with one deck fixed head with the mode of welding between described fixed fingers plate left end bottom and steel case beam one, fixed head is fixedly connected on steel case beam one, described fixed fingers plate right half part bottom arranges cushion block, the fixed fingers plate also is provided with corrosion resistant plate by removably connecting between bolt realization and fixed head, cushion block between described movable comb tooth plate bottom and steel case beam one.
The fixed head setting is welded on steel case beam one, and mode with bolts between fixed fingers plate and fixed head is convenient to change easily the fixed fingers plate.
The setting of movable comb tooth plate bottom cushion block can be used as further preferred to the described optimal way of leading portion, described cushion block comprise the steel cushion block with and one deck polytetrafluoroethylene (PTFE) rubber cushion of bottom.The polytetrafluoroethylene (PTFE) rubber cushion can play good cushioning effect to the impact that car load causes, the impact that the movable comb tooth plate is subject to is very little on one impact of steel case beam through the buffering of this rubber cushion; Between polytetrafluoroethylene (PTFE) rubber cushion and corrosion resistant plate, frictional resistance is very little simultaneously, can well protect movable comb tooth plate and transverse joint plate when beam body dilatation.
As optimal way, be provided with the movable end mount pad on described steel case beam one right-hand member, transverse joint plate bottom is by being connected with the movable end mount pad at the slip elastic support of its bottom longitudinal sliding motion (i.e. suitable bridge to).
The setting of slip elastic support, make transverse joint plate can adapt to the beam body in the distortion on the direction along bridge, and guarantee that when when the beam body, vertical dislocation occuring transverse joint plate can the displacement with two end carriage bodies dislocation distortion, avoided long-time line occurring between transverse joint plate and beam body and contacted the situation that causes the stretching device damage.
Further preferred as to the described optimal way of leading portion, described transverse joint plate bottom arrange T-shaped groove, and described slip elastic support upper end is placed in the T-shaped groove of transverse joint plate.
As optimal way, between bottom described steel case beam one end and transverse joint plate, watertight shutter is set, risen used be can effective sealing, prevent that rainwater and foreign material from entering the beam seam, rainwater and foreign material all flow into the central drainage zone, then discharge from the central drainage pipe, guarantee that draining is smooth and easy, environmental protection is clean.
In sum, owing to having adopted technique scheme, the beneficial effects of the utility model are: adopt two bar linkage structures between profile of tooth steel plate and transverse joint plate, can avoid the movable comb tooth plate situation that line contacts to occur with steel case beam one end face, eliminate transverse joint plate because laterally reaching the impact that vertical deformation produces the movable comb tooth plate.
Description of drawings
Fig. 1 is the overall structure schematic diagram of the utility model embodiment.
Fig. 2 is the enlarged drawing of two connecting rod connecting portions in Fig. 1 embodiment.
Fig. 3 is the top view of Fig. 2.
Fig. 4 is the perspective view of two bar linkage structures in Fig. 1 embodiment.
Fig. 5 is the top view that in Fig. 2, two connecting rods connect.
Mark in figure: 1 is that steel case beam one, 2 is the layer of mating formation, and 3 is fixed head, 4 is cushion block, and 5 is the fixed fingers plate, and 6 is corrosion resistant plate, 7 is the movable comb tooth plate, and 8 is two connecting rods, and 9 is transverse joint plate, 10 is water bloking piece, and 11 are slip elastomeric bearing seat, and 12 is the movable end mount pad, 13 is the fixed end mount pad, and 14 are fixing elastomeric bearing seat, and 15 is sealing joint strip, 16 is C shaped steel seat, and 17 is bolt, and 18 is steel case beam two;
4a is the steel cushion block, and 4b is the polytetrafluoroethylene (PTFE) rubber cushion, and 8a is otic placode, and 8b is bearing pin one, and 8c is contiguous block, and 8d is bearing pin two, and 8e is sliding shoe, and 8f is bearing pin three.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail.
most preferred embodiment: as shown in Figure 1, a kind of split type anti-crawl agentdefiection becomes Multidirectional displacement bridge expansion device, comprise steel case beam 1, steel case beam 2 18 and transverse joint plate 9, mat formation layer 2 and fixed fingers plate 5 are set on described steel case beam 1, fixed fingers plate 5 ends arrange movable comb tooth plate 7, on described steel case beam 2 18, C shaped steel seat 16 is set, described transverse joint plate 9 one ends by be arranged on steel case beam 2 18 end faces fixed end mount pad 13 and fixedly elastomeric bearing seat 14 realize that the position fixes, seal with sealing joint strip 15 between transverse joint plate 9 and C shaped steel seat 16, adopt two connecting rods 8 to be connected between the end of described movable comb tooth plate 7 and transverse joint plate 9.
As shown in Fig. 2,3,4,5, described two connecting rods 8 from left to right comprise between otic placode 8a, contiguous block 8c, sliding shoe 8e and otic placode 8a and this successively to be realized being rotationally connected by bearing pin one 8b, bearing pin two 8d and bearing pin three 8f respectively, the otic placode 8a of left end is fixedly connected with movable comb tooth plate 7, and the otic placode 8a of right-hand member is fixedly connected with transverse joint plate 9.Described contiguous block 8c has two, is connected to bearing pin two 8d two ends, and sliding shoe 8e is between two contiguous block 8c and can endwisely slip on bearing pin two 8d.
Also be provided with one deck fixed head 3 between described fixed fingers plate 5 left end bottoms and steel case beam 1, fixed head 3 is fixedly connected on steel case beam 1, described fixed fingers plate 5 right half part bottoms arrange cushion block 4, fixed fingers plate 5 realizes by bolt 17 and fixed head 3, cushion block 4 between removably connect, also be provided with corrosion resistant plate 6 between described movable comb tooth plate 7 bottoms and steel case beam 1.
Described cushion block 4 comprise steel cushion block 4a with and one deck polytetrafluoroethylene (PTFE) rubber cushion 4b of bottom.
Be provided with movable end mount pad 12 on described steel case beam one 1 right-hand members, transverse joint plate 9 bottoms by can be in its bottom vertically 9(along bridge to) the slip elastic support 11 that slides is connected with movable end mount pad 12.
Described transverse joint plate 9 bottoms arrange T-shaped groove, and slip take-up device 19 is placed in T-shaped groove, by being connected on the movable end mount pad 12 of steel case beam one 1 ends at slip elastomeric bearing seat 11 and the slip take-up device 19 of its bottom longitudinal sliding motion.
Between described steel case beam one 1 ends and transverse joint plate 9 bottoms, watertight shutter 10 is set.
The above is only an embodiment of the present utility model; not in order to limit the utility model; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.

Claims (8)

1. a split type anti-crawl agentdefiection becomes Multidirectional displacement bridge expansion device, comprise steel case beam one (1), steel case beam two (18) and transverse joint plate (9), upper mat formation layer (2) and the fixed fingers plate (5) of arranging of described steel case beam one (1), fixed fingers plate (5) end arranges movable comb tooth plate (7), on described steel case beam two (18), C shaped steel seat (16) is set, described transverse joint plate (9) one ends by be arranged on steel case beam two (18) end faces fixed end mount pad (13) and fixedly elastomeric bearing seat (14) realize that the position fixes, seal with sealing joint strip (15) between transverse joint plate (9) and C shaped steel seat (16), it is characterized in that: adopt two connecting rods (8) to be connected between the end of described movable comb tooth plate (7) and transverse joint plate (9).
2. a kind of split type anti-crawl agentdefiection according to claim 1 becomes Multidirectional displacement bridge expansion device, it is characterized in that: described two connecting rods (8) from left to right comprise between otic placode (8a), contiguous block (8c), sliding shoe (8e) and otic placode (8a) and this successively to be realized being rotationally connected by bearing pin one (8b), bearing pin two (8d) and bearing pin three (8f) respectively, the otic placode of left end (8a) is fixedly connected with movable comb tooth plate (7), and the otic placode of right-hand member (8a) is fixedly connected with transverse joint plate (9).
3. a kind of split type anti-crawl agentdefiection according to claim 2 becomes Multidirectional displacement bridge expansion device, it is characterized in that: described contiguous block (8c) has two, be connected to bearing pin two (8d) two ends, sliding shoe (8e) is positioned between two contiguous blocks (8c) and can slides bearing pin two (8d) is upper.
4. a kind of split type anti-crawl agentdefiection according to claim 1 becomes Multidirectional displacement bridge expansion device, it is characterized in that: also be provided with one deck fixed head (3) between described fixed fingers plate (5) left end bottom and steel case beam one (1), fixed head (3) is fixedly connected on steel case beam one (1), described fixed fingers plate (5) right half part bottom arranges cushion block (4), fixed fingers plate (5) is realized and fixed head (3) by bolt (17), removably connecting between cushion block (4), also be provided with corrosion resistant plate (6) between described movable comb tooth plate (7) bottom and steel case beam one (1).
5. a kind of split type anti-crawl agentdefiection according to claim 4 becomes Multidirectional displacement bridge expansion device, it is characterized in that: described cushion block (4) comprise steel cushion block (4a) with and one deck polytetrafluoroethylene (PTFE) rubber cushion (4b) of bottom.
6. a kind of split type anti-crawl agentdefiection according to claim 1 becomes Multidirectional displacement bridge expansion device, it is characterized in that: be provided with movable end mount pad (12) on described steel case beam one (1) right-hand member, transverse joint plate (9) bottom is by being connected with movable end mount pad (12) to the slip elastic support (11) that slides along bridge in its bottom.
7. a kind of split type anti-crawl agentdefiection according to claim 6 becomes Multidirectional displacement bridge expansion device, it is characterized in that: described transverse joint plate (9) bottom arranges T-shaped groove, and described slip elastic support (11) upper end is placed in T-shaped groove.
8. a kind of split type anti-crawl agentdefiection according to claim 1 becomes Multidirectional displacement bridge expansion device, it is characterized in that: between bottom described steel case beam one (1) end and transverse joint plate (9), watertight shutter (10) is set.
CN 201320278768 2013-05-21 2013-05-21 Split flexural resistance multidirectional deflexion bridge stretching device Withdrawn - After Issue CN203270450U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320278768 CN203270450U (en) 2013-05-21 2013-05-21 Split flexural resistance multidirectional deflexion bridge stretching device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320278768 CN203270450U (en) 2013-05-21 2013-05-21 Split flexural resistance multidirectional deflexion bridge stretching device

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CN203270450U true CN203270450U (en) 2013-11-06

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CN 201320278768 Withdrawn - After Issue CN203270450U (en) 2013-05-21 2013-05-21 Split flexural resistance multidirectional deflexion bridge stretching device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255711A (en) * 2013-05-21 2013-08-21 成都市新筑路桥机械股份有限公司 Split type flexure-resisting multidirectional-deflection bridge expansion device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255711A (en) * 2013-05-21 2013-08-21 成都市新筑路桥机械股份有限公司 Split type flexure-resisting multidirectional-deflection bridge expansion device

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AV01 Patent right actively abandoned

Granted publication date: 20131106

Effective date of abandoning: 20150624

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