CN219364364U - Bridge thin-wall pier column deviation correcting device - Google Patents
Bridge thin-wall pier column deviation correcting device Download PDFInfo
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- CN219364364U CN219364364U CN202320701825.0U CN202320701825U CN219364364U CN 219364364 U CN219364364 U CN 219364364U CN 202320701825 U CN202320701825 U CN 202320701825U CN 219364364 U CN219364364 U CN 219364364U
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- hinge
- deviation correcting
- bridge
- correcting device
- holes
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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Abstract
The utility model relates to the technical field of bridge deviation correcting devices and discloses a bridge thin-wall pier column deviation correcting device which comprises a supporting mechanism, wherein a power mechanism is arranged above the supporting mechanism, the angle of the power mechanism can be adjusted on the supporting mechanism, the power mechanism is penetrated and limited by a fixing bolt, the supporting mechanism comprises a supporting base, and a plurality of connecting holes are formed in the supporting base. This bridge thin wall pier stud deviation correcting device through at the top fixed connection hinge seat that supports the base to make the hinge seat carry out joint support through articulated pole to the hinge piece, and carry out the spacing and support once more through the gim peg, when rectifying the bridge, support the base and be connected with bridge mound portion, overlap joint through protection backing plate and bridge, use the jack to promote and rectify, when the jack takes place to damage, other jacks continue to support, can change the jack through dismantling articulated pole, reached the effect of conveniently changing the jack.
Description
Technical Field
The utility model relates to the technical field of bridge deviation correcting devices, in particular to a bridge thin-wall pier column deviation correcting device.
Background
The existing bridge-fired thin-wall pier column deviation correcting device pushes the pier column through the jack, but in the process of using the jack, the jack in the device is seriously damaged due to overlarge gravity, and when the device is replaced, the whole device needs to be disassembled and replaced, so that the operation time is long;
and secondly, the deviation correcting device is directly attached to the pier stud, a certain friction force can be generated in the extrusion process, and loss of a certain condition can occur at the contact position in the friction process.
It can be seen that there is a need for a bridge thin-wall pier column deviation correcting device for facilitating replacement of jacks and protecting piers.
Disclosure of Invention
The utility model aims to provide a bridge thin-wall pier column deviation correcting device so as to solve the problems in the background technology.
In order to solve the technical problems, the utility model provides the following technical scheme: the bridge thin-wall pier column deviation correcting device comprises a supporting mechanism, wherein a power mechanism is arranged above the supporting mechanism, the power mechanism can adjust the angle on the supporting mechanism, and the power mechanism is penetrated and limited by a fixing bolt;
the supporting mechanism comprises a supporting base, a plurality of connecting holes are formed in the supporting base, a pair of hinge seats are fixedly connected to the top of the supporting base, hinge holes are formed in the hinge seats, hinge rods are inserted into the hinge holes, fixing nuts are connected to the top ends of the hinge rods in a threaded mode to fix the hinge rods, and limiting holes are formed between the hinge seats;
the power mechanism comprises hinge blocks movably connected between hinge seats, connecting through holes are formed in the front faces of the hinge blocks, the connecting through holes are penetrated by hinge rods, vertical limiting holes are formed in the upper portions of the hinge blocks in a penetrating mode, jacks are fixedly connected to the tops of the hinge blocks, threaded holes are formed in the tops of the jacks, and protective base plates are connected to the inner threads of the threaded holes in a threaded mode.
Preferably, the number of the hinging seats is multiple, and the hinging seats are distributed at equal intervals.
Preferably, the number of the limiting holes is four, and the four limiting holes are distributed between the hinge seats at equal intervals in a rectangular shape.
Preferably, the bottom of the hinging block is semicircular, and the bottom of the hinging block is overlapped with the bottom of the supporting base.
Preferably, the number of the vertical limiting holes is equal to that of the limiting holes, and the positions of the vertical limiting holes are equal to that of the limiting holes.
Preferably, the fixing bolt penetrates through the vertical limiting hole and extends to the inside of the limiting hole, and the top end of the fixing bolt is a threaded head.
Preferably, the power mechanism rotates ninety degrees to the side, a supporting stress plate is sleeved between the power mechanism and the hinging seat, the supporting stress plate is penetrated by a fixing bolt, and the fixing bolt is in threaded connection with the inside of the vertical limiting hole to support the power mechanism.
Compared with the prior art, the utility model has the following beneficial effects:
according to the utility model, the hinge seat is fixedly connected to the top of the support base, so that the hinge seat can be used for carrying out connection support on the hinge block through the hinge rod, and carrying out secondary limiting and support through the fixing bolt, when the bridge is rectified, the support base is connected with the bridge pier part, and is lapped with the bridge through the protection base plate, the jack is used for pushing and rectifying, when the jack is damaged, the rest jacks are continuously supported, and the jack can be replaced through disassembling the hinge rod, so that the effect of conveniently replacing the jack is achieved.
The second, the utility model is through setting up the threaded hole on the top of the jack, and the internal thread of threaded hole connects the protective backing plate, support with bridge deck through protective backing plate, thus increase the area of force to protect bridge deck, and when the protective backing plate is damaged, can also be convenient to change the protective backing plate, have reached the effect that the protective backing plate is convenient to change to protect bridge.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an isometric view of the structure of the present utility model;
FIG. 3 is a schematic view of the structural assembly of the present utility model;
fig. 4 is a schematic view of the horizontal installation of the power mechanism of the present utility model.
Wherein: 1. a support mechanism; 101. a support base; 102. a connection hole; 103. a hinge base; 104. a hinge hole; 105. a hinge rod; 106. a fixing nut; 107. a limiting hole; 2. a power mechanism; 201. a hinge block; 202. a connecting through hole; 203. a vertical limiting hole; 204. a jack; 205. a threaded hole; 206. a protective backing plate; 3. a fixing bolt; 4. and supporting the stress plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, a bridge thin-wall pier column deviation correcting device comprises a supporting mechanism 1, wherein a power mechanism 2 is arranged above the supporting mechanism 1, the power mechanism 2 can adjust an angle on the supporting mechanism 1, and the power mechanism 2 is penetrated and limited by a fixing bolt 3;
the supporting mechanism 1 comprises a supporting base 101, a plurality of connecting holes 102 are formed in the supporting base 101, a pair of hinge seats 103 are fixedly connected to the top of the supporting base 101, hinge holes 104 are formed in the hinge seats 103, hinge rods 105 are inserted into the hinge holes 104, fixing nuts 106 are connected to the top ends of the hinge rods 105 in a threaded mode to fix the hinge rods 105, and limiting holes 107 are formed between the hinge seats 103;
the power mechanism 2 comprises a hinge block 201 movably connected between hinge bases 103, a connecting through hole 202 is formed in the front face of the hinge block 201, the connecting through hole 202 is penetrated by a hinge rod 105, a vertical limiting hole 203 is penetrated on the hinge block 201, a jack 204 is fixedly connected to the top of the hinge block 201, a threaded hole 205 is formed in the top end of the jack 204, and a protective base plate 206 is connected to the internal threads of the threaded hole 205.
According to the technical scheme, the hinge seat 103 is fixedly connected to the top of the support base 101, so that the hinge seat 103 can be used for carrying out connection support on the hinge block 201 through the hinge rod 105, and carrying out secondary limiting and support through the fixing bolt 3, when bridge deviation correction is carried out, the support base 101 is connected with the bridge pier part, and is overlapped with the bridge through the protection base plate 206, the jack 204 is used for pushing and correcting, when the jack 204 is damaged, the rest jacks 204 are continuously supported, and the jack 204 can be replaced through disassembling the hinge rod 105, so that the effect of conveniently replacing the jack 204 is achieved;
through offer screw hole 205 on jack 204's top to at the inside threaded connection protection backing plate 206 of screw hole 205, support through protection backing plate 206 and bridge floor, thereby increase the area of force and protect the bridge floor, and when protection backing plate 206 takes place to damage, also can be convenient change protection backing plate 206, reached the convenient effect of changing protection backing plate 206 of protection bridge.
Specifically, the number of the hinge bases 103 is multiple, and the multiple groups of hinge bases 103 are distributed equidistantly.
Through the above technical scheme, the multiunit articulated seat 103 is set up to can install a plurality of power units 2 through multiunit articulated seat 103, with the dynamics when increasing rectifying, and when rectifying, when the jack 204 of single group takes place to damage, other jacks 204 can continue to support, and can dismantle the jack 204 of damage and trade.
Specifically, the number of the limiting holes 107 is four, and the four limiting holes 107 are distributed between the hinge bases 103 at equal intervals in a rectangular shape.
Through above-mentioned technical scheme, set up four spacing holes 107 to cooperate with perpendicular spacing hole 203, when gim peg 3 passed, can carry out spacing and support to hinged block 201 from a plurality of directions, avoid hinged block 201 atress to take place to rotate.
Specifically, the bottom of the hinge block 201 is semicircular, and the bottom of the hinge block 201 overlaps the bottom of the support base 101.
Through the above technical scheme, the bottom of the hinge block 201 is set to be a semicircle, when the hinge block 201 is vertical, the bottom of the hinge block 201 contacts with the top of the support base 101 to form a supporting point, and when the hinge block 201 rotates, the semicircle bottom can rotate the hinge block 201.
Specifically, the number of vertical limiting holes 203 is equal to the number of limiting holes 107, and the positions of the vertical limiting holes 203 are equal to the positions of the limiting holes 107.
Through the above technical scheme, the number of the vertical limiting holes 203 is set to be the positions, so that the fixing bolt 3 can vertically fall into the inside of the limiting hole 107 to be connected after penetrating through the vertical limiting holes 203, and the effect that the fixing bolt 3 limits the hinge block 201 is achieved.
Specifically, the fixing bolt 3 penetrates through the vertical limiting hole 203 and extends into the limiting hole 107, and the top end of the fixing bolt 3 is a threaded head.
Through the above technical scheme, the top end of the fixing bolt 3 is set to be the screw thread head, so that the fixing bolt 3 can be stably connected in the limiting hole 107 to limit the angle of the hinge block 201.
Specifically, the power mechanism 2 rotates ninety degrees to the side, a supporting stress plate 4 is sleeved between the power mechanism 2 and the hinging seat 103, the supporting stress plate 4 is penetrated by the fixing bolt 3, and the fixing bolt 3 is in threaded connection with the inside of the vertical limiting hole 203 to support the power mechanism 2.
Through the above technical scheme, the hinge blocks 201 can rotate between the hinge bases 103, and after the hinge blocks 201 rotate, the hinge blocks 201 are positioned by matching the edges of the support stress plates 4 and the hinge bases 103 and respectively penetrating through the hinge blocks 201 which are connected with the support stress plates 4 and the vertical limiting holes 203 on the hinge blocks 201 through the fixing bolts 3, so that the whole deviation correcting device can realize the deviation correction in the vertical deviation correcting and the horizontal direction.
When the jack-up device is used, the hinge seat 103 is fixedly connected to the top of the support base 101, so that the hinge seat 103 can be used for carrying out connection support on the hinge block 201 through the hinge rod 105, and carrying out secondary limiting and support through the fixing bolt 3, when bridge deviation correction is carried out, the support base 101 is connected with the bridge pier part, and is lapped with the bridge through the protection base plate 206, the jack 204 is used for pushing and correcting, when the jack 204 is damaged, the rest jacks 204 are continuously supported, and the jack 204 can be replaced through disassembling the hinge rod 105, so that the effect of conveniently replacing the jack 204 is achieved;
the top end of the jack 204 is provided with the threaded hole 205, the protection base plate 206 is connected with the internal threads of the threaded hole 205, and the bridge deck is supported by the protection base plate 206, so that the stressed area is increased to protect the bridge deck, and when the protection base plate 206 is damaged, the protection base plate 206 can be conveniently replaced, so that the effect of protecting a bridge and conveniently replacing the protection base plate 206 is achieved;
the hinge blocks 201 can rotate between the hinge bases 103, the hinge blocks 201 are matched with the edges of the hinge bases 103 through the support stress plates 4 after the hinge blocks 201 rotate, and the hinge blocks 201 which are connected through the vertical limiting holes 203 on the support stress plates 4 and the hinge blocks 201 in a threaded mode are positioned through the fixing bolts 3, so that the whole deviation correcting device can achieve vertical deviation correcting and deviation correcting in the horizontal direction.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a bridge thin wall pier stud deviation correcting device, includes supporting mechanism (1), power mechanism (2) are installed to the top of supporting mechanism (1), its characterized in that: the power mechanism (2) can adjust the angle on the supporting mechanism (1), and the power mechanism (2) is penetrated and limited by the fixing bolt (3);
the supporting mechanism (1) comprises a supporting base (101), a plurality of connecting holes (102) are formed in the supporting base (101), a pair of hinge bases (103) are fixedly connected to the top of the supporting base (101), hinge holes (104) are formed in the hinge bases (103), hinge rods (105) are inserted into the hinge holes (104), fixing nuts (106) are connected to the top ends of the hinge rods (105) in a threaded mode to fix the hinge rods (105), and limiting holes (107) are formed between the hinge bases (103);
the power mechanism (2) comprises hinge blocks (201) which are movably connected between hinge bases (103), connecting through holes (202) are formed in the front faces of the hinge blocks (201), the connecting through holes (202) are penetrated by hinge rods (105), vertical limiting holes (203) are formed in the upper portions of the hinge blocks (201) in a penetrating mode, lifting jacks (204) are fixedly connected to the tops of the hinge blocks (201), threaded holes (205) are formed in the tops of the lifting jacks (204), and protective base plates (206) are connected to the inner threads of the threaded holes (205).
2. The bridge thin-wall pier column deviation correcting device according to claim 1, wherein the bridge thin-wall pier column deviation correcting device comprises the following components: the number of the hinging seats (103) is multiple, and the hinging seats (103) are distributed in equal intervals.
3. The bridge thin-wall pier column deviation correcting device according to claim 1, wherein the bridge thin-wall pier column deviation correcting device comprises the following components: the number of the limiting holes (107) is four, and the four limiting holes (107) are distributed between the hinge seats (103) at equal intervals in a rectangular shape.
4. The bridge thin-wall pier column deviation correcting device according to claim 1, wherein the bridge thin-wall pier column deviation correcting device comprises the following components: the bottom of the hinge block (201) is semicircular, and the bottom of the hinge block (201) is overlapped with the bottom of the supporting base (101).
5. The bridge thin-wall pier column deviation correcting device according to claim 1, wherein the bridge thin-wall pier column deviation correcting device comprises the following components: the number of the vertical limiting holes (203) is equal to that of the limiting holes (107), and the positions of the vertical limiting holes (203) are equal to that of the limiting holes (107).
6. The bridge thin-wall pier column deviation correcting device according to claim 1, wherein the bridge thin-wall pier column deviation correcting device comprises the following components: the fixing bolt (3) penetrates through the vertical limiting hole (203) and extends to the inside of the limiting hole (107), and the top end of the fixing bolt (3) is a threaded head.
7. The bridge thin-walled pier column deviation correcting device according to any of claims 1-6, wherein: the power mechanism (2) rotates to the side face ninety degrees, a supporting stress plate (4) is sleeved between the power mechanism (2) and the hinging seat (103), the supporting stress plate (4) is penetrated by the fixing bolt (3), and the fixing bolt (3) is in threaded connection with the inner part of the vertical limiting hole (203) to support the power mechanism (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320701825.0U CN219364364U (en) | 2023-03-31 | 2023-03-31 | Bridge thin-wall pier column deviation correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320701825.0U CN219364364U (en) | 2023-03-31 | 2023-03-31 | Bridge thin-wall pier column deviation correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219364364U true CN219364364U (en) | 2023-07-18 |
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ID=87141704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320701825.0U Active CN219364364U (en) | 2023-03-31 | 2023-03-31 | Bridge thin-wall pier column deviation correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219364364U (en) |
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2023
- 2023-03-31 CN CN202320701825.0U patent/CN219364364U/en active Active
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