CN1493747A - Maintenance device of bridge pedestal - Google Patents

Maintenance device of bridge pedestal Download PDF

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Publication number
CN1493747A
CN1493747A CNA031506860A CN03150686A CN1493747A CN 1493747 A CN1493747 A CN 1493747A CN A031506860 A CNA031506860 A CN A031506860A CN 03150686 A CN03150686 A CN 03150686A CN 1493747 A CN1493747 A CN 1493747A
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CN
China
Prior art keywords
bent cap
font
maintenance unit
bridge
carriage
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Granted
Application number
CNA031506860A
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Chinese (zh)
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CN1219133C (en
Inventor
斌 徐
徐斌
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Individual
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Individual
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Priority to CN 03150686 priority Critical patent/CN1219133C/en
Publication of CN1493747A publication Critical patent/CN1493747A/en
Application granted granted Critical
Publication of CN1219133C publication Critical patent/CN1219133C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A maintenance apparatus for the bridge supporting abutment has at least two Z-shaped brackets with right angle bending and arranged at the side of cover beam, and a jack with a bearing plate on its top is arranged on the bottom plate of said bracket. It features that said brackets are arranged at intervals, and each bracket has a top plate inserted between bridge slab and cover beam and a vertical plate close to the side wall of cover beam for making it in a stable state.

Description

A kind of maintenance unit of bridge pad
Technical field
The present invention relates to the maintenance unit in the maintenance field, particularly a kind of bridge pad of bridge.
Background technology
In the bridge construction process, in order to reduce bump and the vibration that vehicular load causes bridge, simultaneously also in order to satisfy the needs of bridge board different directions displacement, generally at the bent cap of bridge and shelve between the bridge board on it and be provided with bearing, wherein mostly be the rubber material, aging easily, the special inflow use of bearing inferior and the appearance of jerry-built project at a low price in recent years, the replacing of bridge maintenance and bearing has market greatly.Traditional method for maintaining is, sets up support from the road under bridge face, will change, keep in repair after the bridge board jack-up, therefore, needs road closure, envelope bridge when maintenance, influence traffic, and this method can't be used for the bridge of bridge pier post at the sea, river.For this reason, it is a kind of with the maintenance unit of bridge pier post as stressed bearing post that " maintenance unit of bridge pad " that my utility model patent formerly is ZL00235236.2 number provides, it includes anchor ear brake holding and following brake holding on the bridge pier post, and on, following brake holding connects by strut, form whole fixed mount, jack is set thereon, and by embracing fixedly a plate of holder, the many also whole up connecting rod groups that are the umbrella frame shape are set on junction plate again, the upper end of connecting rod group links to each other with joist under being positioned at bridge board, thereby forms the carriage of an integral body.During maintenance, only need the upwards fixed top of jack, then joist will hold up bridge board, the bearing on the promptly replaceable bent cap.This device since with the bridge pier post as stressed bearing post, thereby go for different types of rridges, and can be used to finish the large-tonnage operation, while can construct, be open to traffic, do not influence traffic.
Yet, for some small bridge, this device is too complicated, as " breaking a fly upon a wheel ".On the other hand, in the practice of construction process, we have also found the another one problem, be after bridge board is held up by joist, since joist parallel with bent cap transversely do not have spacing, thereby lateral shift can take place when being held up or putting down in bridge board, thereby accurately resetting of bridge board impacted, even it is dangerous that construction takes place.
Summary of the invention
Technical problem to be solved by this invention is to provide the more maintenance unit of the bridge pad of advantages of simple of a kind of structure at above-mentioned prior art present situation, is suitable for the bigger small bridge in gap between bent cap and the bridge board.
Another technical problem to be solved by this invention provides a kind of bridge board and is being held up or putting down the maintenance unit that the bridge pad of lateral shift takes place Shi Buhui.
The present invention solves the problems of the technologies described above the technical scheme that is adopted: the maintenance unit of this bridge pad includes at least two Z font carriages that are arranged on the right angle bending of bent cap side, is provided with a jack on the lower flap portion of each carriage at least.
In order to utilize the jack stand bridge board and don't it to be caused damage, can directly be provided with base plate at the jack top, also can on the jack of relative bent cap homonymy, be provided with joist.
Because the bearing that is arranged between bridge board and the bent cap is not a whole piece, but the compartment of terrain is provided with, therefore, when construction, only need to select the interstitial site of two adjacent bearings, between the last flap insertion bridge board and bent cap with Z font carriage, and its riser is close to the sidewall of bent cap, so Z font carriage promptly is in firm state, thereby provide enough supportings for the jack on it, joist.
In order to make described Z font carriage have better weight capacity, its riser has one to lower extension, and is welded with triangular support plate between itself and lower flap portion.
In order to prevent that joist from outwards overturning, simultaneously also in order to prevent that bridge board is after being held up by joist, the lateral shift parallel with bent cap can not take place, described Z font carriage has four at least, is positioned at the both sides of bent cap in twos, described joist also correspondingly has two, lay respectively at the both sides of bent cap, these two joists are all long than bent cap, and two ends stretch out respectively and surpass the end of bent cap, and, be fixed with a spacing beam of pressing close to the bent cap end face between the end of these two joist homonymies.Like this when joist holds up or puts down bridge board, because that the spacing beam that is positioned at the bent cap two ends under the restriction of bent cap end, can only take place with joist is up and down, thereby stopped bridge board fully the possible of lateral shift taken place when being held up or putting down.
The Z font carriage that is arranged on the bent cap both sides setting that can interlace at interval simply, this moment, the last flap of Z font carriage can be wide with bent cap, so that from the maximum supporting of bent cap acquisition; But better, the described Z font carriage of bent cap both sides that is arranged on is for being oppositely arranged in the same bearing gap, at this moment, the last flap of Z font carriage can have a C font breach, and relative last flap forms a S shape snap close in relative indentation, there interlocking, such two relative Z font carriages not only can be used as an integral body and obtain maximum supportings from bent cap, but also become more firm because of having so mutual interlock assembly; Do not turn up in order to make Z font carriage be adjacent to bent cap better after stressed, can make that flap has the part that extends downward under the bent cap under two relative Z font carriages of bent cap both sides, office, and both link to each other with gripper shoe with bolts between this one.
At the abutment place, because its upper surface width is limited, and Z font carriage can only be arranged on the one side, for strengthening connecting, then can have installing hole in advance on its riser of Z font carriage, fixes with the facade of planting bolt and abutment when construction.In order to prevent that the bridge board on the abutment from lateral shift taking place when being held up or putting down, can be fixed with one perpendicular and press close to the horizontal limited block of abutment side end face in the described joist end that is arranged on the Z of the abutment place font carriage with joist.
Compared with prior art, the present invention changes original bridge pier post supporting by Z font carriage and is the bent cap supporting, and it is much simple that structure is obviously wanted, and it is also more convenient to construct, and is suitable for the bigger middle-size and small-size bridge in gap between those bridge boards and the bent cap.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention one.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the schematic perspective view (not comprising bridge board) of embodiment one.
Fig. 4 is the structural representation of the embodiment of the invention two.
Fig. 5 is the left view of Fig. 4.
Fig. 6 is the sectional perspective schematic diagram of embodiment two.
Fig. 7 is the schematic perspective view (not comprising bridge board) of embodiment three
Fig. 8 is the structural representation of the embodiment of the invention four.
Fig. 9 is the sectional perspective schematic diagram of embodiment four.
The specific embodiment
Embodiment describes in further detail the present invention below in conjunction with accompanying drawing.
As Fig. 1~shown in Figure 3, be embodiments of the invention one, the maintenance unit of this bridge pad includes the Z font carriage 1 of 18 right angle bendings, respectively be provided with nine in the both sides of bent cap 2, the last flap 14 of Z font carriage inserts between bridge board 4 and the bent cap 2, and being arranged in the gap of adjacent bearing 5, Z font carriage riser 13 is close to the sidewall of bent cap 2; The riser 13 of described Z font carriage 1 has one to lower extension, and is welded with triangular support plate 11 between the flap 13 under itself and Z font carriage;
Be provided with a jack 3 on each Z font carriage 1, the top of jack 3 is provided with base plate 31, directly supports bridge board 4;
In the present embodiment, the Z font carriage 1 that is arranged on bent cap 2 both sides is for being oppositely arranged in the same bearing gap, and the last flap 13 of Z font carriage has a C font breach, and flap 13 forms a S shape snap close in relative separately indentation, there interlocking on this relative Z font carriage.
As Fig. 4~shown in Figure 6, be embodiments of the invention two, be with the difference of embodiment one, the jack 3 of Z font carriage 1 does not directly support bridge board 4, but be provided with joist 7 on the jack 3 of relative bent cap 2 homonymies, supports all bridge boards 4 with joist 7, wherein joist 7 is longer than bent cap 2, two ends stretch out respectively and surpass the end of bent cap 2, and, be fixed with a spacing beam 6 of pressing close to bent cap 2 end faces between the end of these two joist 7 homonymies;
In order to make Z font carriage 1 be adjacent to bent cap 2 better after stressed and do not turn up, in the present embodiment, flap 14 has the part that extends downward under the bent cap 2 under two relative Z font carriages of office bent cap 2 both sides, and both link to each other with gripper shoe 15 with bolt between this one; 71 for being arranged on the leveling cushion block on the joist 7 among the figure.
As shown in Figure 7, be embodiments of the invention three, different with embodiment one, two is that the Z font carriage 1 that is arranged on bent cap 2 both sides is settings that interlace at interval, and the last flap 14 and the bent cap 2 of described Z font carriage are wide.
As shown in Figure 8, being embodiments of the invention four, is one to be arranged on the embodiment at abutment 8 places, has installing hole in advance on the riser 13 of described Z font carriage 1, fixes with the facade of planting bolt and abutment 8 when construction; It is one perpendicular and press close to the horizontal limited block 9 of abutment 8 side end faces with joist 7 that joist 7 ends then are fixed with.

Claims (10)

1, a kind of maintenance unit of bridge pad is characterized in that including at least two Z font carriages (1) that are arranged on the right angle bending of bent cap side, is provided with a jack (3) on the lower flap portion of each carriage (12) at least.
2, the maintenance unit of bridge pad according to claim 1 is characterized in that the riser (13) of described Z font carriage (1) has one to lower extension, and is welded with triangular support plate (11) between the flap (13) under itself and Z font carriage.
3, the maintenance unit of bridge pad according to claim 1 is characterized in that described jack (3) top is provided with base plate (31).
4, the maintenance unit of bridge pad according to claim 1 is characterized in that being provided with joist (7) on the jack 3 of relative bent cap (2) homonymy.
5, according to the maintenance unit of claim 3 or 4 described bridge pads, it is characterized in that being arranged on the Z font carriage (1) of bent cap (2) both sides for being oppositely arranged in the same bearing gap, and, the last flap (13) of Z font carriage has a C font breach, and flap (13) forms a S shape snap close in relative separately indentation, there interlocking on this relative Z font carriage.
6, the maintenance unit of bridge pad according to claim 5, it is characterized in that flap (14) has the part that extends downward under the bent cap (2) under two relative Z font carriages of described office bent cap (2) both sides, and both link to each other with gripper shoe (15) with bolts between this one.
7,, it is characterized in that the Z font carriage (1) that is arranged on bent cap (2) both sides is the setting that interlaces at interval, and the last flap (14) of described Z font carriage is wide with bent cap (2) according to the maintenance unit of claim 3 or 4 described bridge pads.
8, the maintenance unit of bridge pad according to claim 4, it is characterized in that described Z font carriage (1) has four at least, be positioned at the both sides of bent cap (2) in twos, described joist (7) also correspondingly has two, lay respectively at the both sides of bent cap (2), these two joists (7) are all long than bent cap (2), and two ends stretch out respectively and surpass the end of bent cap (2), and, be fixed with a spacing beam (6) of pressing close to bent cap (2) end face between the end of this two joists (7) homonymy.
9, according to the maintenance unit of arbitrary described bridge pad in the claim 1 to 4, it is characterized in that described Z font carriage (1) has at least one to be arranged on abutment (8) and to locate, its riser has installing hole on (13) in advance, and the facade with plantation bolt and abutment (8) when construction fixes.
10, the maintenance unit of bridge pad according to claim 9, it is one perpendicular and press close to the horizontal limited block (9) of abutment (8) side end face with joist (7) to it is characterized in that described joist (7) end that is arranged on the Z of the abutment place font carriage is fixed with.
CN 03150686 2003-08-28 2003-08-28 Maintenance device of bridge pedestal Expired - Fee Related CN1219133C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03150686 CN1219133C (en) 2003-08-28 2003-08-28 Maintenance device of bridge pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03150686 CN1219133C (en) 2003-08-28 2003-08-28 Maintenance device of bridge pedestal

Publications (2)

Publication Number Publication Date
CN1493747A true CN1493747A (en) 2004-05-05
CN1219133C CN1219133C (en) 2005-09-14

Family

ID=34240598

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03150686 Expired - Fee Related CN1219133C (en) 2003-08-28 2003-08-28 Maintenance device of bridge pedestal

Country Status (1)

Country Link
CN (1) CN1219133C (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102525760A (en) * 2011-12-12 2012-07-04 上海电机学院 Lateral turning nursing bed
CN104947607A (en) * 2015-06-29 2015-09-30 实用动力(中国)工业有限公司 Gap shock absorption beam jacking device
CN108374349A (en) * 2018-05-09 2018-08-07 山西交科桥梁隧道加固维护工程有限公司 A kind of plate girder bridge jacking auxiliary steel member
CN110528376A (en) * 2019-09-16 2019-12-03 中建五局土木工程有限公司 Buck plate component, load carrier and construction technology

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102525760A (en) * 2011-12-12 2012-07-04 上海电机学院 Lateral turning nursing bed
CN104947607A (en) * 2015-06-29 2015-09-30 实用动力(中国)工业有限公司 Gap shock absorption beam jacking device
CN108374349A (en) * 2018-05-09 2018-08-07 山西交科桥梁隧道加固维护工程有限公司 A kind of plate girder bridge jacking auxiliary steel member
CN110528376A (en) * 2019-09-16 2019-12-03 中建五局土木工程有限公司 Buck plate component, load carrier and construction technology

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Publication number Publication date
CN1219133C (en) 2005-09-14

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Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Ningbo Roaby Technology Industrial Group Co., Ltd.

Assignor: Xu Bin

Contract fulfillment period: 2008.8.25 to 2023.8.28 contract change

Contract record no.: 2008990000413

Denomination of invention: Maintenance device of bridge pedestal

Granted publication date: 20050914

License type: Exclusive license

Record date: 2008.9.17

LIC Patent licence contract for exploitation submitted for record

Free format text: EXCLUSIVE LICENCE; TIME LIMIT OF IMPLEMENTING CONTACT: 2008.8.25 TO 2023.8.28

Name of requester: NINGBO LUBAO SCIENCE INDUSTRY GROUP CO., LTD.

Effective date: 20080917

EC01 Cancellation of recordation of patent licensing contract

Assignee: Ningbo Roaby Technology Industrial Group Co., Ltd.

Assignor: Xu Bin

Contract record no.: 2008990000413

Date of cancellation: 20111219

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20050914

Termination date: 20150828

EXPY Termination of patent right or utility model