CN212175829U - Accurate adjusting device of double-walled steel cofferdam - Google Patents
Accurate adjusting device of double-walled steel cofferdam Download PDFInfo
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- CN212175829U CN212175829U CN202020654582.6U CN202020654582U CN212175829U CN 212175829 U CN212175829 U CN 212175829U CN 202020654582 U CN202020654582 U CN 202020654582U CN 212175829 U CN212175829 U CN 212175829U
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Abstract
The utility model provides an accurate adjusting device of double-walled steel cofferdam, characterized by: a first steel plate and a second steel plate are respectively welded in the pipe orifices at the right end of the first square-hole steel beam and the left end of the second square-hole steel beam; the method comprises the following steps that a third steel plate and a fourth steel plate are welded in square holes of a third square hole steel beam respectively, the right end of a first square hole steel beam and the left end of a second square hole steel beam are welded to the third square hole steel beam respectively in a connected mode, an upper stiffening plate and a lower stiffening plate are welded to a cross steel beam respectively, the cross steel beam is installed and fixed to the top end of a steel casing, a double-wall steel cofferdam accurate adjusting device is formed and installed and fixed at four angular positions in a steel cofferdam respectively, a jack control rod is operated by a constructor, a jack piston rod is made to act to push a square steel pipe ejector rod to enable the steel cofferdam to move, and accurate adjustment of the position of the steel cofferdam in a; the device simple structure, easy manufacturing, safe and reliable has saved construction cost, improves the construction progress.
Description
Technical Field
The utility model relates to a bridge steel cofferdam adjusting device, specifically speaking are accurate adjusting device in double-walled steel cofferdam.
Background
At present, a large deepwater cofferdam in bridge foundation construction faces a plurality of problems during sinking, for example, how to ensure that the position of the cofferdam is consistent with the design and positioning when the cofferdam is sunk in place, especially for a large double-wall steel cofferdam, because the structure is huge, the underwater influence factors are many and complicated, and the accurate position adjustment often becomes a big problem in construction.
Disclosure of Invention
The utility model aims to provide an accurate adjusting device of a double-wall steel cofferdam aiming at the problems in the prior art; the device is installed and fixed on the steel pile casing of four corners position in the steel cofferdam, can realize the accurate adjustment of double-walled steel cofferdam position in the short time through the operation jack, has saved construction cost, improves the construction progress.
The technical scheme adopted by the utility model for solving the technical problems is that the precise adjusting device of the double-wall steel cofferdam comprises a steel pile casing, a cross steel beam, a square steel pipe ejector rod, a steel pile casing stiffening plate, a cushion block, a top plate, a shoveling pad, a square steel pipe ejector rod, a bolt, a jack, an arc stiffening plate, a steel plate, an upper stiffening plate, a lower stiffening plate and a steel cofferdam.
According to the device for accurately adjusting the double-wall steel cofferdam, a first steel plate and a second steel plate are respectively welded in the pipe orifices at the right end of a first square-hole steel beam and the left end of a second square-hole steel beam; the third steel plate and the fourth steel plate are welded in a square hole of the third square hole steel beam respectively, the first steel plate, the second steel plate, the third steel plate and the fourth steel plate enclose a closed square frame, two ends of the fifth steel plate are welded on the corresponding side walls of the first steel plate and the second steel plate in the closed square frame respectively, two ends of the sixth steel plate are welded on the corresponding side walls of the third steel plate and the fifth steel plate respectively, two ends of the seventh steel plate are welded on the corresponding side walls of the fourth steel plate and the fifth steel plate respectively to form a cross-shaped support frame, and the cross-shaped support frame is used for enhancing the strength of a cross-shaped steel beam; respectively welding the right end of the first square-hole steel beam and the left end of the second square-hole steel beam on the third square-hole steel beam, and respectively welding the upper stiffening steel plate and the lower stiffening steel plate on the cross-shaped steel beam to form a cross-shaped steel beam; the cross steel beam is fixedly arranged at the top end of the steel casing; inserting a square steel pipe ejector rod into a left-end square hole of a first square-hole steel beam, and respectively arranging a first shoveling pad, a second shoveling pad and a third shoveling pad between the outer pipe wall of the square steel pipe ejector rod and the inner walls of upper and lower square holes of the first square-hole steel beam; the first top plate is welded at the right end of the square steel pipe ejector rod and serves as a supporting seat of the jack, and the transverse reinforcing plate is welded on the inner wall of the square steel pipe ejector rod to increase the strength of the square steel pipe ejector rod; the front and rear pipe walls of the first square-hole steel beam and the square steel pipe ejector rod are provided with long-hole grooves, the bolt is inserted into the long-hole grooves on the front and rear pipe walls, two ends of the bolt are welded on the outer wall of the first square-hole steel beam through the long-hole grooves, and the bolt and the long-hole grooves are used for limiting the square steel pipe ejector rod in the first square-hole steel beam; the left end of the square pipe-shaped ejector rod is welded with a second top plate, and the hard wood pad and the top plate are fixedly arranged together; forming a double-wall steel cofferdam accurate adjusting device.
The steel protecting cylinder is characterized in that the left and right cylinder walls and the front and rear cylinder walls at the upper end of the steel protecting cylinder are respectively provided with corresponding grooves, a first arc-shaped stiffening plate is welded in the groove (bottom surface) on the cylinder wall on the left side, and a first steel protecting cylinder stiffening plate and a second steel protecting cylinder stiffening plate are respectively welded on the inner wall and the outer wall of the steel cylinder at the bottom of the groove on the left side; the left end of a first square-hole steel beam and the right end of a second square-hole steel beam in the cross-shaped steel beams are respectively installed in grooves in the left and right cylinder walls at the upper end of the steel pile casing; the second arc stiffening plate is welded in the groove on the right side cylinder wall of the second square hole steel beam; and the third steel protecting cylinder stiffening plate is respectively welded on the inner cylinder wall and the outer cylinder wall of the right steel protecting cylinder wall, and the first steel protecting cylinder stiffening plate, the second steel protecting cylinder stiffening plate and the third steel protecting cylinder stiffening plate which are welded enhance the strength of the steel protecting cylinder wall.
The square-hole steel beam: a first rectangular hole and a second rectangular hole are formed in the upper pipe wall of the first square-hole steel beam; and a jack pad seat consisting of the transverse pad and the longitudinal pad enters from the rectangular hole and is installed in the square hole of the first square hole steel beam, and the jack is installed on the jack seat.
The structure of the third square-hole steel beam is the same as that of the first square-hole steel beam, and the installation methods of the jack seat, the jack, the lifting pad and the square-tube-shaped ejector rod are the same in the square hole of the third square-hole steel beam.
The arc stiffening plates are corresponding grooves on the left and right upper end, front and rear cylinder walls of the steel casing h, and the arc stiffening plates welded on the inner and outer walls of the steel casing below the grooves have the same structure.
Welding a first square-hole steel beam, a second square-hole steel beam and a third square-hole steel beam by using a 20mm-30 thick steel plate; or a square seamless pipe and a seamless square rectangular pipe are welded into a cross steel beam.
The utility model has the advantages that: the accurate adjusting device of a kind of double-walled steel cofferdam, mount and fix four angular positions in the steel cofferdam, the apparatus is after the ground is assembled, hoist and mount on steel pile casing with the crane, the constructor, through operating the control lever of the jack, make the piston rod of the jack act and promote the square steel tube knockout pin to make the steel cofferdam move, the counter-force produced is transmitted to the cross beam and transmitted to the steel pile casing through the cross beam, undertake by the steel pile casing, realize the accurate adjustment of the position of the steel cofferdam under the deep water environment of the large structure; this technical scheme design benefit, simple structure, easy manufacturing, safe and reliable can be full of the accurate adjustment of accomplishing double-walled steel cofferdam position in the short time, great saving construction cost, improvement construction progress.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is a schematic view of a cofferdam structure of the present invention;
FIG. 2 is an enlarged structural schematic diagram of a double-wall steel cofferdam precise adjustment device;
FIG. 3 is an enlarged combination view of the installation of the cross beam and the steel casing;
FIG. 4 is a sectional view of a square steel beam A-A.
In the drawing, 1, a cushion block, 2, a top plate, 3, a square steel pipe ejector rod, 4, a bolt, 5, a sliding chute, 6, a first arc-shaped stiffening plate, 7, a first steel casing stiffening plate, 8, a second steel casing stiffening plate, 9, a first lifting pad, 10, a second lifting pad, 11, a third lifting pad, 12, a transverse stiffening plate, 13, a transverse pad, 14, a jack, 15, a longitudinal pad, 16, a first steel plate, 16', a second steel plate, 17, an upper stiffening steel plate, 18, a lower stiffening plate, 19, a third steel plate, 19', a fourth steel plate, 20, a third steel casing stiffening plate, 21, a second arc-shaped stiffening plate, 22, a cofferdam wall body, 23, a first rectangular hole, 24, a second rectangular hole, 25, a fifth steel plate, 26, a sixth steel plate, 26', a seventh steel plate, a first square steel beam, b, a second square steel beam, c, a third steel beam, h, and a steel casing.
Detailed Description
In the embodiment of the present invention given in fig. 1, 2, 3 and 4, a double-walled steel cofferdam fine adjustment device,
a first steel plate 16 and a second steel plate 16' are respectively welded in the pipe orifices at the right end of the first square-hole steel beam a and the left end of the second square-hole steel beam b; in the square hole of the third square hole steel beam c, a third steel plate 19 and a fourth steel plate 19 'are welded respectively, the first steel plate 16, the second steel plate 16', the third steel plate 19 and the fourth steel plate 19 'enclose a closed square frame, two ends of a fifth steel plate 25 are welded on the corresponding side walls of the first steel plate 16 and the second steel plate 16' in the closed square frame respectively, two ends of a sixth steel plate 26 are welded on the corresponding side walls of the third steel plate 19 and the fifth steel plate 25 respectively, two ends of a seventh steel plate 26 'are welded on the corresponding side walls of the fourth steel plate 19' and the fifth steel plate 25 respectively to form a cross-shaped support frame, and the strength of the cross-shaped steel beam is enhanced by the cross-shaped support frame.
Respectively welding the right end of the first square-hole steel beam a and the left end of the second square-hole steel beam b to the third square-hole steel beam c, and respectively welding the upper stiffening plate 17 and the lower stiffening plate 18 to the cross steel beam to form the cross steel beam; the cross steel beam is fixedly arranged at the top end of the steel casing h; inserting a square steel pipe ejector rod 3 into a left end square hole of a first square hole steel beam a, and arranging a first shoveling pad 9, a second shoveling pad 10 and a third shoveling pad 11 between the outer pipe wall of the square steel pipe ejector rod 3 and the inner walls of upper and lower holes of the first square hole steel beam a respectively; the first top plate n is welded at the right end of the square steel pipe ejector rod 3 to serve as a supporting seat of the jack, and the transverse reinforcing plate 12 is welded on the inner wall of the square steel pipe ejector rod 3 to increase the strength of the square steel pipe ejector rod; the front and rear pipe walls of the first square-hole steel beam a and the square steel pipe ejector rod 3 are provided with long-hole grooves, the bolt 4 is inserted into the long-hole grooves on the front and rear pipe walls, two ends of the bolt 4 are welded on the outer wall of the first square-hole steel beam a through the long-hole grooves, and the bolt 4 and the long-hole grooves are used for limiting the square steel pipe ejector rod in the first square-hole steel beam a; the left end of the square tubular ejector rod 3 is welded with a second top plate 2, and the hardwood cushion 1 and the top plate 2 are fixedly installed together; forming a double-wall steel cofferdam accurate adjusting device.
In the embodiment, the left and right cylinder walls and the front and rear cylinder walls at the upper end of the steel casing are respectively provided with corresponding grooves, a first arc-shaped stiffening plate 6 is welded in the groove (bottom surface) on the cylinder wall on the left side, and a first steel casing stiffening plate 7 and a second steel casing stiffening plate 8 are respectively welded on the inner and outer walls of the steel casing at the bottom of the groove on the left side; the left end of a first square-hole steel beam a and the right end of a second square-hole steel beam b in the cross steel beams are respectively installed in grooves in the left and right cylinder walls at the upper end of the steel casing h; the second arc stiffening plate 21 is welded in the groove of the right side cylinder wall of the second square hole steel beam b; and the third steel protecting cylinder stiffening plate 20 is respectively welded on the inner cylinder wall and the outer cylinder wall of the right steel protecting cylinder wall, and the first steel protecting cylinder stiffening plate 7, the second steel protecting cylinder stiffening plate 8 and the third steel protecting cylinder stiffening plate 20 which are welded enhance the strength of the cylinder wall of the steel protecting cylinder h.
In the present embodiment: a first rectangular hole 23 and a second rectangular hole 24 are formed in the upper pipe wall of the first square-hole steel beam a; a jack pad seat consisting of a transverse pad 13 and a longitudinal pad 15 enters from a rectangular hole 23 and is installed in a square hole of a first square hole steel beam a, and a jack 14 is installed on the jack seat.
In the present embodiment: the structure of the third square hole steel beam c is the same as that of the first square hole steel beam a, and the installation methods of the jack seat, the jack 14, the lifting pad and the square tubular ejector rod 3 are the same in the square hole of the third square hole steel beam c.
In the embodiment, the corresponding grooves are arranged on the left and right walls, the front and rear walls of the upper end of the steel casing h, and the arc stiffening plates welded on the inner and outer walls of the steel casing below the grooves have the same structure.
In the embodiment, a steel plate with the thickness of 20mm-30 mm is welded into a first square hole steel beam a, a second square hole steel beam b and a third square hole steel beam c; or a square seamless pipe and a seamless square rectangular pipe are welded into a cross steel beam.
The working principle is as follows: the accurate adjusting device for the double-wall steel cofferdam is respectively installed and fixed on steel pile casings at four angular positions in the steel cofferdam, and a hardwood cushion 1 installed on a second top plate 2 at the front end of a square steel pipe ejector rod 3 in a first square steel beam a is contacted with the steel cofferdam together. When the position of adjustment steel cofferdam appears the error, to having the error location, through establishing the accurate adjusting device in the double-walled steel cofferdam that has error location department, jack drive square steel pipe ejector pin in the operation square hole girder steel exerts pressure to the steel cofferdam inner wall, can carry out accurate adjustment (correction) with the displacement that the steel cofferdam produced in the short time, guarantees that the cofferdam sinks to target in place the position unanimous with the design location, has saved construction cost, improves the construction progress.
Claims (5)
1. A double-wall steel cofferdam accurate adjustment device comprises a steel pile casing, a cross-shaped steel beam, square steel pipe ejector rods, steel pile casing stiffening plates, cushion blocks, a top plate, a lifting pad, square steel pipe ejector rods, bolts, jacks, arc stiffening plates, steel plates, upper stiffening plates, lower stiffening plates and a steel cofferdam; the method is characterized in that: a first steel plate and a second steel plate are respectively welded in the pipe orifices at the right end of the first square-hole steel beam and the left end of the second square-hole steel beam; the third steel plate and the fourth steel plate are welded in a square hole of the third square hole steel beam respectively, the first steel plate, the second steel plate, the third steel plate and the fourth steel plate enclose a closed square frame, two ends of the fifth steel plate are welded on the corresponding side walls of the first steel plate and the second steel plate in the closed square frame respectively, two ends of the sixth steel plate are welded on the corresponding side walls of the third steel plate and the fifth steel plate respectively, two ends of the seventh steel plate are welded on the corresponding side walls of the fourth steel plate and the fifth steel plate respectively to form a cross-shaped support frame, and the cross-shaped support frame is used for enhancing the strength of a cross-shaped steel beam; respectively welding the right end of the first square-hole steel beam and the left end of the second square-hole steel beam on the third square-hole steel beam, and respectively welding the upper stiffening steel plate and the lower stiffening steel plate on the cross-shaped steel beam to form a cross-shaped steel beam; the cross steel beam is fixedly arranged at the top end of the steel casing; inserting a square steel pipe ejector rod into a left-end square hole of a first square-hole steel beam, and respectively arranging a first shoveling pad, a second shoveling pad and a third shoveling pad between the outer pipe wall of the square steel pipe ejector rod and the inner walls of upper and lower square holes of the first square-hole steel beam; the first top plate is welded at the right end of the square steel pipe ejector rod and serves as a supporting seat of the jack, and the transverse reinforcing plate is welded on the inner wall of the square steel pipe ejector rod to increase the strength of the square steel pipe ejector rod; the front and rear pipe walls of the first square-hole steel beam and the square steel pipe ejector rod are provided with long-hole grooves, the bolt is inserted into the long-hole grooves on the front and rear pipe walls, two ends of the bolt are welded on the outer wall of the first square-hole steel beam through the long-hole grooves, and the bolt and the long-hole grooves are used for limiting the square steel pipe ejector rod in the first square-hole steel beam; the left end of the square pipe-shaped ejector rod is welded with a second top plate, and the hard wood pad and the top plate are fixedly arranged together; forming a double-wall steel cofferdam accurate adjusting device.
2. The precise adjusting device for the double-wall steel cofferdam of claim 1, which is characterized in that: the left and right cylinder walls and the front and rear cylinder walls at the upper end of the steel protecting cylinder are respectively provided with corresponding grooves, a first arc-shaped stiffening plate is welded in the groove on the cylinder wall on the left side, and a first steel protecting cylinder stiffening plate and a second steel protecting cylinder stiffening plate are respectively welded on the inner wall and the outer wall of the steel cylinder at the bottom of the groove on the left side; the left end of a first square-hole steel beam and the right end of a second square-hole steel beam in the cross-shaped steel beams are respectively installed in grooves in the left and right cylinder walls at the upper end of the steel pile casing; the second arc stiffening plate is welded in the groove on the right side cylinder wall of the second square hole steel beam; and the third steel protecting cylinder stiffening plate is respectively welded on the inner cylinder wall and the outer cylinder wall of the right steel protecting cylinder wall, and the first steel protecting cylinder stiffening plate, the second steel protecting cylinder stiffening plate and the third steel protecting cylinder stiffening plate which are welded enhance the strength of the steel protecting cylinder wall.
3. The precise adjusting device for the double-wall steel cofferdam of claim 1, which is characterized in that: a first rectangular hole and a second rectangular hole are formed in the upper pipe wall of the first square-hole steel beam; and a jack pad seat consisting of the transverse pad and the longitudinal pad enters from the rectangular hole and is installed in the square hole of the first square hole steel beam, and the jack is installed on the jack seat.
4. The precise adjusting device for the double-wall steel cofferdam of claim 1, which is characterized in that: the structure of the third square-hole steel beam is the same as that of the first square-hole steel beam, and the installation methods of the jack seat, the jack, the square-tube ejector rod and the lifting pad are the same in the square hole of the third square-hole steel beam.
5. The precise adjusting device for the double-wall steel cofferdam of claim 1, which is characterized in that: the welded arc stiffening plates are the same in structure, and the welded steel cylinder stiffening plates are the same on the inner wall and the outer wall of the steel cylinder at the bottom of the groove.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020654582.6U CN212175829U (en) | 2020-04-26 | 2020-04-26 | Accurate adjusting device of double-walled steel cofferdam |
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| CN202020654582.6U CN212175829U (en) | 2020-04-26 | 2020-04-26 | Accurate adjusting device of double-walled steel cofferdam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395371A (en) * | 2020-04-26 | 2020-07-10 | 中铁十一局集团第一工程有限公司 | Accurate adjusting device of double-walled steel cofferdam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395371A (en) * | 2020-04-26 | 2020-07-10 | 中铁十一局集团第一工程有限公司 | Accurate adjusting device of double-walled steel cofferdam |
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