CN204940866U - Y type pier stud oblique fulcrum bar punching block removes system - Google Patents
Y type pier stud oblique fulcrum bar punching block removes system Download PDFInfo
- Publication number
- CN204940866U CN204940866U CN201520603731.5U CN201520603731U CN204940866U CN 204940866 U CN204940866 U CN 204940866U CN 201520603731 U CN201520603731 U CN 201520603731U CN 204940866 U CN204940866 U CN 204940866U
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- Prior art keywords
- fulcrum bar
- oblique
- oblique fulcrum
- punching block
- pier stud
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Abstract
The utility model discloses a kind of Y type pier stud oblique fulcrum bar punching block and remove system, comprise the many suites face die plate docked successively, and truss, every suite face die plate arranges independently supporter, each independent support body is separately fixed on truss, each independently supporter comprises the perpendicular pole and flat bearing that are supported on template lower limb, be supported on the oblique fulcrum bar at template top and/or middle part and oblique bearing, flat bearing and oblique bearing and template contacts portion keeps horizontal, extract out in the horizontal direction by each suite face die plate during the demoulding.The utility model effectively solves Y type pier stud oblique fulcrum bar punching block and removes the technical problem that operation is various, efficiency of construction is low, reduces construction cost, improves the performance of enterprises.
Description
Technical field
The utility model belongs to construction work punching block demolition technique field.A kind of method for dismounting of bridge Y type pier stud oblique fulcrum bar punching block specifically.
Background technology
Tradition bridge Y type pier stud separates with case beam builds (being connected with case beam by bearing), and traditional method for dismounting of bridge Y type pier stud oblique fulcrum bar punching block from top to bottom removes sequentially piecewise with machinery to hang out, and needs clear in demolishing process.Dismounting workload is large, and operation is various, requires that standard is high, and efficiency of construction is very low.
Utility model content
The purpose of this utility model is mainly removed to solve Y type pier stud oblique fulcrum bar punching block, and the technical problem that operation is various, efficiency of construction is low, provides a kind of system of removing from the side for Y type pier stud oblique fulcrum bar punching block.
The technical solution of the utility model is: a kind of Y type pier stud oblique fulcrum bar punching block removes system, comprise the many suites face die plate docked successively, and truss, every suite face die plate arranges independently supporter, each independent support body is separately fixed on truss, each independently supporter comprises the perpendicular pole and flat bearing that are supported on template lower limb, be supported on the oblique fulcrum bar at template top and/or middle part and oblique bearing, flat bearing and oblique bearing and template contacts portion keeps horizontal, extract out in the horizontal direction by each suite face die plate during the demoulding.
Described oblique bearing is the horizontal steel tube being horizontally fixed on oblique fulcrum bar upper end.Described horizontal steel tube arranges level(l)ing device, comprises the i iron be fixed on the upside of oblique bearing, between the wing plates on two sides of i iron, roller is installed.
Described flat bearing is the i iron being horizontally fixed on perpendicular pole upper end.Flat bearing is set to Level tune formula, namely between the wing plates on two sides of i iron, roller is installed.
Retaining mechanism is arranged to the level(l)ing device of described oblique bearing, or retaining mechanism is arranged to described Level tune formula flat bearing.
Described retaining mechanism comprises locking plate, locking plate by lead and gathering sill along upper and lower translation outside i iron wing plate, the upside of locking plate is provided with rectangular slot, and the roller wheel shaft end corresponding with rectangular slot is set to square shaft, and rectangular slot can be mated with square shaft and docked; Below locking plate, be provided with cam, the axle of cam is provided with handwheel.
Described perpendicular pole or oblique fulcrum bar are adjustable, perpendicular pole or oblique fulcrum bar comprise bottom lengths of steel pipes and upper screw section, and both are set with but do not connect, and screw rod is provided with holding nut, holding nut bottom is provided with brace groove, and lengths of steel pipes top coupling is set in brace groove.Regulating handle is had in the arranged outside of holding nut.
The beneficial effects of the utility model are: the utility model effectively solves Y type pier stud oblique fulcrum bar punching block and removes the technical problem that operation is various, efficiency of construction is low, reduces construction cost, improves the performance of enterprises.
Accompanying drawing explanation
Fig. 1 is Y type pier stud oblique fulcrum bar punching block elevation;
Fig. 2 is the utility model formwork integral using state schematic diagram;
Fig. 3 is the holding state schematic diagram of A1 section template in Fig. 1;
Fig. 4 is the holding state schematic diagram of A2 section template in Fig. 1;
Fig. 5 is the holding state schematic diagram of A3 section template in Fig. 1;
Fig. 6 is the schematic diagram of oblique fulcrum bar device for installing and adjusting;
Fig. 7 is the schematic diagram of perpendicular pole device for installing and adjusting;
Fig. 8 is the part section structural representation of perpendicular pole or oblique fulcrum bar;
Fig. 9 is the lock portion schematic diagram of level(l)ing device;
Figure 10 is the partial side schematic view of Fig. 9.
Number in the figure A1, A2, A3 are circular formwork, and A4 is vertical supporting template.1 is perpendicular pole, and 101 is steel pipe, and 102 is screw rod, 103 is holding nut, and 104 is regulating handle, and 105 is brace groove, 2 is oblique fulcrum bar, and 3 is connecting rod, and 4 is truss, 5 is horizon bar (steel pipe), and 6 is flat bearing, and 601 is i iron, 602 is roller, and 603 is roller wheel shaft, and 7 is retaining mechanism, 701 is locking plate, and 702 is rectangular slot, and 703 is gathering sill, 704 is lead, and 705 is cam, and 706 is camshaft, 707 is handwheel, 8 is oblique bearing, and 801 is i iron, and 802 is roller, 803 is roller wheel shaft, and 804 is square shaft.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail.
Embodiment 1: comprise the many suites face die plate docked successively see Fig. 1, Y type pier stud oblique fulcrum bar 2 punching block system of removing, and truss.Every suite face die plate arranges independently supporter, as Fig. 2-Fig. 5, each independent support body is separately fixed on truss, each independently supporter comprises the perpendicular pole 1 and flat bearing 6 that are supported on template lower limb, be supported on the oblique fulcrum bar 2 at template top and middle part and oblique bearing, flat bearing 6 and oblique bearing and template contacts portion keeps horizontal, extract out in the horizontal direction by each suite face die plate during the demoulding.
Oblique bearing is the two horizontal steel tubes being horizontally fixed on oblique fulcrum bar 2 upper end.Described flat bearing 6 is for being horizontally fixed on the i iron of perpendicular pole 1 upper end.
Arrange double-row steel pipe respectively as slideway at the outer die face top of oblique fulcrum bar 2 punching block, middle part, be namely made up of two steel pipes, steel pipe slideway is fixed by row's steel pipe diagonal brace, and diagonal brace spacing is 60cm, and steel pipe specification is Ф 48 × 3.5.Arrange an i iron in perpendicular pole 1 punching block bottom, i iron model is 200*100*7.0, and i-beam track supports fixing by two row's steel pipe posts, and double-row steel pipe slideway and i-beam track length have more 50cm than punching block width, to ensure that punching block skids off safely.For ensureing that whole punching block removes the resistance to overturning of system, all fixed supports all carry out lateral connection with steel pipe and arrange diagonal brace, and lateral connection spacing is 60cm.Adopt such punching block system of removing to arrange, effectively solve Y type pier stud oblique fulcrum bar 2 punching block and remove the technical problem that operation is various, efficiency of construction is low, reduce construction cost, improve the performance of enterprises.
Oblique fulcrum bar 2 punching block is removed combination block from top to bottom and is removed.First unclamp the combination set bolt of the punching block plate that will remove, then unclamp punching block to support, the steel pipe on support jacking is allowed to leave punching block back cord about 10cm, template top, middle part are dropped in the double support that is made up of two steel pipes, fall on ready-made i-beam track bottom template, by jack, punching block is slowly pulled out along direction across bridge direction, then hung out by mobile crane, be put into assigned address.
Embodiment 2: on embodiment 1 basis, horizontal steel tube arranges level(l)ing device.See Fig. 6, level(l)ing device comprises the i iron be fixed on the upside of oblique bearing, between the wing plates on two sides of i iron, be provided with roller.
Retaining mechanism is arranged to the level(l)ing device of described oblique bearing, or retaining mechanism is arranged to described Level tune formula flat bearing 6.
See Fig. 9 and Figure 10, retaining mechanism comprises locking plate, and locking plate is by lead and gathering sill along upper and lower translation outside i iron wing plate, and the upside of locking plate is provided with rectangular slot, and the roller wheel shaft end corresponding with rectangular slot is set to square shaft, rectangular slot can be mated with square shaft and docked; Below locking plate, be provided with cam, the axle of cam is provided with handwheel.
Embodiment 3: on embodiment 1 basis, flat bearing 6 is improved.See Fig. 6, flat bearing 6 is set to Level tune formula, namely between the wing plates on two sides of i iron, roller is installed.
Retaining mechanism is arranged to the level(l)ing device of described oblique bearing, or retaining mechanism is arranged to described Level tune formula flat bearing 6.
See Fig. 9 and Figure 10, retaining mechanism comprises locking plate, and locking plate is by lead and gathering sill along upper and lower translation outside i iron wing plate, and the upside of locking plate is provided with rectangular slot, and the roller wheel shaft end corresponding with rectangular slot is set to square shaft, rectangular slot can be mated with square shaft and docked; Below locking plate, be provided with cam, the axle of cam is provided with handwheel.
Embodiment 4: on embodiment 1 basis, improves perpendicular pole 1 or oblique fulcrum bar 2.See Fig. 8, perpendicular pole 1 or oblique fulcrum bar 2 are adjustable, and perpendicular pole 1 or oblique fulcrum bar 2 comprise bottom lengths of steel pipes and upper screw section, both are set with but do not connect, screw rod is provided with holding nut, and holding nut bottom is provided with brace groove, and lengths of steel pipes top coupling is set in brace groove.Regulating handle is had in the arranged outside of holding nut.
Claims (9)
1. a Y type pier stud oblique fulcrum bar punching block removes system, comprise the many suites face die plate docked successively, and truss, it is characterized in that: every suite face die plate arranges independently supporter, each independent support body is separately fixed on truss, each independently supporter comprises the perpendicular pole and flat bearing that are supported on template lower limb, be supported on the oblique fulcrum bar at template top and/or middle part and oblique bearing, flat bearing and oblique bearing and template contacts portion keeps horizontal, extract out in the horizontal direction by each suite face die plate during the demoulding.
2. Y type pier stud oblique fulcrum bar punching block according to claim 1 removes system, it is characterized in that: described oblique bearing is the horizontal steel tube being horizontally fixed on oblique fulcrum bar upper end.
3. Y type pier stud oblique fulcrum bar punching block according to claim 2 removes system, it is characterized in that: on described horizontal steel tube, arrange level(l)ing device, comprises the i iron be fixed on the upside of oblique bearing, between the wing plates on two sides of i iron, be provided with roller.
4. Y type pier stud oblique fulcrum bar punching block according to claim 1 removes system, it is characterized in that: described flat bearing is the i iron being horizontally fixed on perpendicular pole upper end.
5. Y type pier stud oblique fulcrum bar punching block according to claim 4 removes system, it is characterized in that: flat bearing is set to Level tune formula, namely between the wing plates on two sides of i iron, is provided with roller.
6. Y type pier stud oblique fulcrum bar punching block according to claim 1 removes system, it is characterized in that: arrange retaining mechanism to the level(l)ing device of described oblique bearing, or arranges retaining mechanism to described Level tune formula flat bearing.
7. Y type pier stud oblique fulcrum bar punching block according to claim 6 removes system, it is characterized in that: described retaining mechanism comprises locking plate, locking plate by lead and gathering sill along upper and lower translation outside i iron wing plate, the upside of locking plate is provided with rectangular slot, and the roller wheel shaft end corresponding with rectangular slot is set to square shaft, rectangular slot can be mated with square shaft and docked; Below locking plate, be provided with cam, the axle of cam is provided with handwheel.
8. Y type pier stud oblique fulcrum bar punching block according to claim 1 removes system, it is characterized in that: described perpendicular pole or oblique fulcrum bar are adjustable, perpendicular pole or oblique fulcrum bar comprise bottom lengths of steel pipes and upper screw section, both are set with but do not connect, screw rod is provided with holding nut, holding nut bottom is provided with brace groove, and lengths of steel pipes top coupling is set in brace groove.
9. Y type pier stud oblique fulcrum bar punching block according to claim 8 removes system, it is characterized in that: have regulating handle in the arranged outside of holding nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520603731.5U CN204940866U (en) | 2015-08-12 | 2015-08-12 | Y type pier stud oblique fulcrum bar punching block removes system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520603731.5U CN204940866U (en) | 2015-08-12 | 2015-08-12 | Y type pier stud oblique fulcrum bar punching block removes system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940866U true CN204940866U (en) | 2016-01-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520603731.5U Expired - Fee Related CN204940866U (en) | 2015-08-12 | 2015-08-12 | Y type pier stud oblique fulcrum bar punching block removes system |
Country Status (1)
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| CN (1) | CN204940866U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201208A (en) * | 2015-08-12 | 2015-12-30 | 郑州市第一建筑工程集团有限公司 | System for dismantling Y-type pier column oblique rod steel mold |
-
2015
- 2015-08-12 CN CN201520603731.5U patent/CN204940866U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201208A (en) * | 2015-08-12 | 2015-12-30 | 郑州市第一建筑工程集团有限公司 | System for dismantling Y-type pier column oblique rod steel mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20200812 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |