CN110905193A - Inside-out sliding type creeping formwork device turns up - Google Patents
Inside-out sliding type creeping formwork device turns up Download PDFInfo
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- CN110905193A CN110905193A CN201911236623.8A CN201911236623A CN110905193A CN 110905193 A CN110905193 A CN 110905193A CN 201911236623 A CN201911236623 A CN 201911236623A CN 110905193 A CN110905193 A CN 110905193A
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- turnover
- template
- concrete
- fixed
- formwork
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
- E04G11/30—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete which are lifted from layer to layer by turning, tilting, or similar moving upwards about a horizontal axis
Abstract
The invention discloses an outward-turning and inward-sliding type creeping formwork device, which is mainly used for the construction of a cast-in-place cylinder structure in the field of constructional engineering, and is quick and convenient to construct; the device consists of a lifting device, a turnover device and a sliding form device; the working principle is as follows: and (2) installing reinforcing steel bars and pouring concrete in a cavity formed by the turnover formwork and the inner formwork, loosening fasteners at the lower end of the turnover formwork after the concrete is finally set, turning the turnover formwork upwards to demould the turnover formwork and the concrete, locking a pair of pin rods at the upper end of the turnover formwork after the turnover formwork is turned upwards for 180 degrees, then pouring the concrete in the cavity formed by the turnover formwork and the inner formwork, continuously turning the formwork upwards and pouring the concrete by using the same method after the concrete is finally set until the height of the concrete is the same as that of the inner formwork, starting a winch to enable the slip form device to ascend to the next section of concrete pouring position, stopping, turning the turnover formwork downwards to the initial position, and carrying out the next section of reinforcing steel bar installation and concrete pouring.
Description
Technical Field
The invention is mainly used for the construction of a cast-in-place barrel structure in the field of constructional engineering.
Background
The existing creeping formwork device needs to be temporarily fixed with a wall body of a cast-in-place concrete cylinder body, so that holes of the concrete wall body are increased, the holes need to be filled in later period, labor and time are consumed, and a temporary fixing component needs to be added.
Disclosure of Invention
The invention solves the problems by installing the tower crane in the cylinder body and lifting the creeping formwork device by using the tower body of the tower crane as a bearing point, replaces the temporary fixing work of the traditional creeping formwork device and a concrete wall body, improves the lifting speed of the creeping formwork device, avoids the filling work of holes of the concrete wall body, and simultaneously has the advantages of rapidness and convenience for template construction compared with the traditional creeping formwork device and greatly improves the construction speed. The device consists of a lifting device (20), a turnover device (9) and a sliding form device (23); the lifting device (20) mainly comprises a cross beam (4), a steel wire rope A (5), a fixed pulley (3), a wheel (19), a pulley block (16), a steel wire rope B (7), a vertical column (6), a guide wheel (8) and a hoop beam (15), wherein the cross beam (4) is arranged on a tower body (13) of the tower crane, the height position of the cross beam is arranged above the standard height of the top of a cylinder body, the fixed pulley (3) is fixed at the left end of the cross beam (4), the wheel (19) is fixed at the right end of the cross beam (4), the pulley block (16) is arranged below the wheel (19), one end of the steel wire rope A (5) is fixed with the left side of the operating platform (1), the other end of the steel wire rope A (5) is wound on the wheel (19) through the fixed pulley (3) and fixed with the wheel, one end of the steel wire rope B (7) is fixed with the right side of the operating platform (1), the other end of the steel wire rope B (7) is wound on the winch (2) after passing, the hoisting machine (2) is fixed with the ground, the outer side surfaces of the middle parts of the four stand columns (6) are fixed with the inner side surfaces of the operation platform (1) and the inner formwork support (14), the positions of the four stand columns (6) correspond to four angular points of a tower crane body (13), a plurality of guide wheels (8) are respectively installed on the four stand columns (6), the plurality of guide wheels (8) of the four stand columns (6) roll along the four angular points of the tower crane body (13), two ends of four hoop beams (15) are respectively fixed with the side surfaces of adjacent stand columns (6) to form one hoop beam group, and a plurality of hoop beam groups are vertically arranged on the four stand columns (6); the mould turnover device (9) mainly comprises cantilever beams (10), stiffening plates (24), channel steel (28), mould turnover plates (12) and bottom beams (21), wherein the parts of the cantilever beams (10) overlapped with the operation platform (1) are fixed with the operation platform (1), the lower end of the overhanging part of each cantilever beam (10) is fixed with the upper end of the stiffening plate (24), the middle part of the channel steel (28) is fixed with the right end of the stiffening plate (24), the flange (25) of the channel steel (28) faces the stiffening plate (24), the bottom surface of the channel steel (28) faces the cylinder wall (11), the bottom surface of the channel steel (28) is flush with the surface of the mould turnover plate (12) facing the cylinder wall (11), the lower ends of the stiffening plate (24) and the channel steel (28) are fixed with the upper end of the bottom beam (21), the bottom beams (21) are arranged around the cylinder wall (11), a plurality of cantilever beams (10), a plurality of channel steel (28), stiffening plates (24) and bottom beams (21) are combined into a whole and are arranged along the periphery of the cylinder wall (11), two flanges (25) of each channel steel (28) are provided with a plurality of U-shaped grooves (26), the center distance of the adjacent U-shaped grooves (26) is equal to the center distance of upper and lower pin rods (17) of the turnover template (12), a semicircular arc surface B (29) at the bottom of each U-shaped groove (26) is matched with the outer surface of the pin rod (17) of the turnover template (12), four pin rods (17) are fixed at four corners of the turnover template (12), the four pin rods (17) are symmetrically arranged in the up-down direction and the left-right direction, the left side and the right side of the turnover template (12) are tightly attached to the side edges of the flanges (25) of the adjacent channel steel (28), the inner side and the outer side of the turnover template (12) are smooth planes, the upper and the lower side of the turnover template (12, the pin rods (17) on the left side and the right side of the turnover template (12) are placed in U-shaped grooves (26) of flanges (25) of adjacent channel steel (28), a plurality of fasteners (27) are fixed on the channel steel (28), the position of each fastener (27) corresponds to the position of each U-shaped groove (26), the pin rods (17) of the turnover template (12) are clamped into the U-shaped grooves (26) of the flanges (25) of the channel steel (28) by the aid of the fasteners (27) which are pressed downwards, the pin rods (17) of the turnover template (12) can rotate around the inner walls of the U-shaped grooves (26), and the pin rods (17) of the turnover template (12) can be separated from the U-shaped grooves (26) after the fasteners (27) are loosened; the sliding form device (23) consists of an operating platform (1), an inner template support (14) and an inner template (22), wherein the lower end of the operating platform (1) is fixed with the upper end of the inner template support (14), and the inner template (22) is fixed with the outer side surface of the inner template support (14); the working principle of the creeping formwork device is as follows: firstly, a plurality of turnover forms (12) are arranged at the lowest row of a turnover device (9), upper and lower pin rods (17) of the turnover forms (12) are all placed in U-shaped grooves (26) of flanges (25) of adjacent channel steel (28), upper and lower part buckles (27) are all buckled, then reinforcing steel bars and poured concrete are arranged in a cavity formed by the turnover forms (12) and an inner form (22), the height of the reinforcing steel bars is the same as that of the inner form (22), after the concrete is finally solidified, the part buckles (27) at the lower end of the turnover forms (12) are loosened, the turnover forms (12) are upwards turned, at the moment, the turnover forms (12) and the poured concrete are demoulded, after the turnover forms (12) are upwards turned over for 180 degrees, a pair of pin rods (17) at the upper ends of the turnover forms (12) are placed in the U-shaped grooves (26) at the third row of the flanges (25), then the third row of part buckles (27) are pressed downwards, so that the turnover forms (12) are positioned at the pair of pin rods, at the moment, an upper pair of pin rods (17) and a lower pair of pin rods (17) of a turnover template (12) are both in a locking state, then concrete is poured into a cavity formed by the turnover template (12) and an inner template (22), after the concrete is finally solidified, the turnover template and the concrete are continuously turned upwards by the same method until the height of the concrete is the same as that of the inner template (22), then fasteners (27) corresponding to the pin rods (17) at the upper end of the turnover template (12) are loosened, the turnover template (12) is turned downwards, the turnover template (12) is demoulded with the poured concrete, then a winch (2) is started, a steel wire rope B (7) is downwards pulled by the winch (2), the steel wire rope B (7) pulls a sliding template device (23) to ascend through a labor-saving pulley block (16), meanwhile, the steel wire rope B (7) pulls a wheel (19) to rotate through the labor-saving pulley block (16), and the rotation of the wheel (19) drives a steel wire rope A (5) to pull the sliding template device (23), meanwhile, a plurality of guide wheels (8) on the four upright posts (6) roll along four angular points of a tower crane body (13), at the moment, the outer surface of an inner template (22) slides along the surface of the poured concrete reaching certain strength, the inner surfaces of a plurality of channel steel (28) of a turnover device (9) also slide along the surface of the concrete, when a sliding mode device (23) rises to the next section of concrete pouring position, the turnover device stops, then the turnover template (12) is lowered to the initial position, and the next section of steel bar installation and concrete pouring work is carried out; the sliding form device (23) is arranged in the cylinder body into a whole; the turnover device (9) is arranged along the outer wall of the cylinder body.
Drawings
1-operation platform, 2-winch, 3-fixed pulley, 4-beam, 5-steel wire rope A, 6-column, 7-steel wire rope B, 8-guide wheel, 9-turnover device, 10-cantilever beam, 11-barrel wall, 12-turnover plate, 13-tower crane body, 14-inner template bracket, 15-hoop beam, 16-pulley block, 17-pin rod, 18-semicircular arc surface A, 19-wheel, 20-lifting device, 21-bottom beam, 22-inner template, 23-slip form device, 24-stiffening plate, 25-flange, 26-U-shaped groove, 27-fastener, 28-channel steel and 29-semicircular arc surface B.
Fig. 1 is a schematic elevation view of the present invention.
Fig. 2 is a top view of the present invention.
Fig. 3 is a horizontal sectional view of the lifting device 20.
Fig. 4 is a front elevation view of the flip plate 12.
Fig. 5 is a side elevational view of the flip plate 12.
Fig. 6 is a side elevation view of the rollover device 9.
Fig. 7 is a front elevation view of the combination of adjacent mold plates of the rollover unit 9.
FIG. 8 shows the adjacent cantilever beams 10, channel beams 28, stiffening plates 24 and the adjacent shell runners 9 of the rollover unit 9
A schematic view of the combination of the bottom beams 21.
Fig. 9 is a side elevation view of the channel flange 25.
Fig. 10 is a schematic view of the flipping panel 12 flipped up.
Detailed Description
Referring to fig. 1 to 10, firstly, a plurality of turnover forms 12 are installed at the lowest row of a turnover device 9, upper and lower pin rods 17 of the turnover forms 12 are all placed in a U-shaped groove 26 of a flange 25 of an adjacent channel steel 28, upper and lower fasteners 27 are all fastened, then reinforcing steel bars and poured concrete are installed in a cavity formed by the turnover forms 12 and an inner form 22, the height of the reinforcing steel bars is the same as that of the inner form 22, the fasteners 27 at the lower ends of the turnover forms 12 are loosened after the concrete is finally solidified, the turnover forms 12 are turned upwards, the turnover forms 12 and the poured concrete are demolded, a pair of pin rods 17 at the upper ends of the turnover forms 12 are placed in a U-shaped groove 26 at the third row of flanges 25 after the turnover forms 12 are turned upwards for 180 degrees, then the third row of fasteners 27 are pressed downwards to lock the pair of pin rods 17 at the upper ends of the turnover forms 12, and at this time, the upper and lower pair of pin rods 17 of the, then concrete is poured in a cavity formed by the turnover formwork 12 and the inner formwork 22, after the concrete is finally solidified, the turnover formwork and the concrete are continuously turned upwards by the same method until the height of the concrete is the same as that of the inner formwork 22, then the fasteners 27 corresponding to the pair of pin rods 17 at the upper end of the turnover formwork 12 are loosened, the turnover formwork 12 is turned downwards, the turnover formwork 12 is demolded with the poured concrete, then the winch 2 is started, the winch 2 pulls the steel wire rope B7 downwards, the steel wire rope B7 pulls the sliding formwork device 23 to rise through the labor-saving pulley block 16, the steel wire rope B7 pulls the wheel 19 to rotate through the labor-saving pulley block 16, the rotation of the wheel 19 drives the steel wire rope A5 to pull the steel wire rope device 23 to rise through the fixed pulley 3, meanwhile, a plurality of guide wheels 8 on the four upright posts 6 roll along the four angular points of the tower crane tower body 13, at the moment, the outer surface of the inner formwork 22 slides along the surface of the finished sliding formwork and, the inner surfaces of a plurality of channel steels 28 of the turnover device 9 also slide along the concrete surface, when the sliding form device 23 rises to the next section of concrete pouring position, the turnover formwork 12 is lowered to the initial position, and the next section of reinforcing steel bar installation and concrete pouring work are carried out.
Referring to fig. 1 and 3, two ends of four hoop beams 15 are respectively fixed with the side surfaces of adjacent columns 6 to form a hoop beam group, and a plurality of hoop beam groups are vertically arranged on the four columns 6, so that the design scheme can ensure that the lifting device 20 has enough strength, rigidity and stability; the operation platform 1, the inner formwork support 14 and the inner formwork 22 of the sliding formwork device 23 form a cube with a cube inner cavity, the outer surface of the cube inner cavity is fixed with the four upright posts 6, the inner formworks 22 on the four sides of the cube form a strong support for poured concrete, and the sliding formwork device 23 has great strength, rigidity and stability; referring to fig. 1 and 6, the formwork reinforcing device does not have a counter-pulling screw rod in the traditional creeping formwork, and if the pouring height of concrete and the formwork rigidity of the formwork overturning device 9 are controlled, the counter-pulling screw rod is not needed, so that the construction speed can be greatly improved by the design scheme; the invention adopts the eversion inward-sliding type creeping formwork device, because if the inner and outer formworks are all of slip film type, the inner and outer formworks which slide and rise will produce larger upward tensile stress to the poured concrete reaching a certain strength, which is easy to damage the concrete, and simultaneously, the resistance of the inner and outer formworks which rise is large, which has high requirement on the performance of the equipment.
Claims (1)
1. The utility model provides an inside-out gliding style creeping formwork device which characterized by: the device consists of a lifting device (20), a turnover device (9) and a sliding form device (23); the lifting device (20) mainly comprises a cross beam (4), a steel wire rope A (5), a fixed pulley (3), a wheel (19), a pulley block (16), a steel wire rope B (7), a vertical column (6), a guide wheel (8) and a hoop beam (15), wherein the cross beam (4) is arranged on a tower body (13) of the tower crane, the height position of the cross beam is arranged above the standard height of the top of a cylinder body, the fixed pulley (3) is fixed at the left end of the cross beam (4), the wheel (19) is fixed at the right end of the cross beam (4), the pulley block (16) is arranged below the wheel (19), one end of the steel wire rope A (5) is fixed with the left side of the operating platform (1), the other end of the steel wire rope A (5) is wound on the wheel (19) through the fixed pulley (3) and fixed with the wheel, one end of the steel wire rope B (7) is fixed with the right side of the operating platform (1), the other end of the steel wire rope B (7) is wound on the winch (2) after passing, the hoisting machine (2) is fixed with the ground, the outer side surfaces of the middle parts of the four stand columns (6) are fixed with the inner side surfaces of the operation platform (1) and the inner formwork support (14), the positions of the four stand columns (6) correspond to four angular points of a tower crane body (13), a plurality of guide wheels (8) are respectively installed on the four stand columns (6), the plurality of guide wheels (8) of the four stand columns (6) roll along the four angular points of the tower crane body (13), two ends of four hoop beams (15) are respectively fixed with the side surfaces of adjacent stand columns (6) to form one hoop beam group, and a plurality of hoop beam groups are vertically arranged on the four stand columns (6); the mould turnover device (9) mainly comprises cantilever beams (10), stiffening plates (24), channel steel (28), mould turnover plates (12) and bottom beams (21), wherein the parts of the cantilever beams (10) overlapped with the operation platform (1) are fixed with the operation platform (1), the lower end of the overhanging part of each cantilever beam (10) is fixed with the upper end of the stiffening plate (24), the middle part of the channel steel (28) is fixed with the right end of the stiffening plate (24), the flange (25) of the channel steel (28) faces the stiffening plate (24), the bottom surface of the channel steel (28) faces the cylinder wall (11), the bottom surface of the channel steel (28) is flush with the surface of the mould turnover plate (12) facing the cylinder wall (11), the lower ends of the stiffening plate (24) and the channel steel (28) are fixed with the upper end of the bottom beam (21), the bottom beams (21) are arranged around the cylinder wall (11), a plurality of cantilever beams (10), a plurality of channel steel (28), stiffening plates (24) and bottom beams (21) are combined into a whole and are arranged along the periphery of the cylinder wall (11), two flanges (25) of each channel steel (28) are provided with a plurality of U-shaped grooves (26), the center distance of the adjacent U-shaped grooves (26) is equal to the center distance of upper and lower pin rods (17) of the turnover template (12), a semicircular arc surface B (29) at the bottom of each U-shaped groove (26) is matched with the outer surface of the pin rod (17) of the turnover template (12), four pin rods (17) are fixed at four corners of the turnover template (12), the four pin rods (17) are symmetrically arranged in the up-down direction and the left-right direction, the left side and the right side of the turnover template (12) are tightly attached to the side edges of the flanges (25) of the adjacent channel steel (28), the inner side and the outer side of the turnover template (12) are smooth planes, the upper and the lower side of the turnover template (12, the pin rods (17) on the left side and the right side of the turnover template (12) are placed in U-shaped grooves (26) of flanges (25) of adjacent channel steel (28), a plurality of fasteners (27) are fixed on the channel steel (28), the position of each fastener (27) corresponds to the position of each U-shaped groove (26), the pin rods (17) of the turnover template (12) are clamped into the U-shaped grooves (26) of the flanges (25) of the channel steel (28) by the aid of the fasteners (27) which are pressed downwards, the pin rods (17) of the turnover template (12) can rotate around the inner walls of the U-shaped grooves (26), and the pin rods (17) of the turnover template (12) can be separated from the U-shaped grooves (26) after the fasteners (27) are loosened; the sliding form device (23) consists of an operating platform (1), an inner template support (14) and an inner template (22), wherein the lower end of the operating platform (1) is fixed with the upper end of the inner template support (14), and the inner template (22) is fixed with the outer side surface of the inner template support (14); the working principle of the creeping formwork device is as follows: firstly, a plurality of turnover forms (12) are arranged at the lowest row of a turnover device (9), upper and lower pin rods (17) of the turnover forms (12) are all placed in U-shaped grooves (26) of flanges (25) of adjacent channel steel (28), upper and lower part buckles (27) are all buckled, then reinforcing steel bars and poured concrete are arranged in a cavity formed by the turnover forms (12) and an inner form (22), the height of the reinforcing steel bars is the same as that of the inner form (22), after the concrete is finally solidified, the part buckles (27) at the lower end of the turnover forms (12) are loosened, the turnover forms (12) are upwards turned, at the moment, the turnover forms (12) and the poured concrete are demoulded, after the turnover forms (12) are upwards turned over for 180 degrees, a pair of pin rods (17) at the upper ends of the turnover forms (12) are placed in the U-shaped grooves (26) at the third row of the flanges (25), then the third row of part buckles (27) are pressed downwards, so that the turnover forms (12) are positioned at the pair of pin rods, at the moment, an upper pair of pin rods (17) and a lower pair of pin rods (17) of a turnover template (12) are both in a locking state, then concrete is poured into a cavity formed by the turnover template (12) and an inner template (22), after the concrete is finally solidified, the turnover template and the concrete are continuously turned upwards by the same method until the height of the concrete is the same as that of the inner template (22), then fasteners (27) corresponding to the pin rods (17) at the upper end of the turnover template (12) are loosened, the turnover template (12) is turned downwards, the turnover template (12) is demoulded with the poured concrete, then a winch (2) is started, a steel wire rope B (7) is downwards pulled by the winch (2), the steel wire rope B (7) pulls a sliding template device (23) to ascend through a labor-saving pulley block (16), meanwhile, the steel wire rope B (7) pulls a wheel (19) to rotate through the labor-saving pulley block (16), and the rotation of the wheel (19) drives a steel wire rope A (5) to pull the sliding template device (23), meanwhile, a plurality of guide wheels (8) on the four upright posts (6) roll along four angular points of a tower crane body (13), at the moment, the outer surface of an inner template (22) slides along the surface of the poured concrete reaching certain strength, the inner surfaces of a plurality of channel steel (28) of a turnover device (9) also slide along the surface of the concrete, when a sliding mode device (23) rises to the next section of concrete pouring position, the turnover device stops, then the turnover template (12) is lowered to the initial position, and the next section of steel bar installation and concrete pouring work is carried out; the sliding form device (23) is arranged in the cylinder body into a whole; the turnover device (9) is arranged along the outer wall of the cylinder body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911236623.8A CN110905193B (en) | 2019-12-05 | 2019-12-05 | Inside-out sliding type creeping formwork device turns up |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911236623.8A CN110905193B (en) | 2019-12-05 | 2019-12-05 | Inside-out sliding type creeping formwork device turns up |
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| CN110905193A true CN110905193A (en) | 2020-03-24 |
| CN110905193B CN110905193B (en) | 2021-03-23 |
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| CN201911236623.8A Active CN110905193B (en) | 2019-12-05 | 2019-12-05 | Inside-out sliding type creeping formwork device turns up |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016729A (en) * | 2021-11-12 | 2022-02-08 | 广东天凛高新科技有限公司 | Rolling type die |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2239130A5 (en) * | 1973-07-27 | 1975-02-21 | Corre Jean | Pivotal shuttering for high rise buildings - pivots about catwalk at top or bottom as it climbs up the wall |
| KR20110095562A (en) * | 2010-02-19 | 2011-08-25 | 고려대학교 산학협력단 | Gang-form auto-climbing system using photovoltaic |
| CN102900024A (en) * | 2012-11-07 | 2013-01-30 | 中铁大桥局集团第六工程有限公司 | Overturning die plate for large-scale concrete structure and using method for overturning die plate |
| CN107435438A (en) * | 2017-08-16 | 2017-12-05 | 黄晖 | A kind of chimney turnover formwork construction device |
| CN208122461U (en) * | 2018-03-14 | 2018-11-20 | 扬州中创模板有限公司 | The construction equipment of towering structure |
| CN110306783A (en) * | 2019-06-28 | 2019-10-08 | 中国化学工程第四建设有限公司 | A kind of chimney stalk runs derrick dislocation template inside-out formulation construction method |
| CN209482712U (en) * | 2019-01-29 | 2019-10-11 | 焦作大学 | A kind of electronic climbing apparatus of construction |
| CN209538674U (en) * | 2018-12-29 | 2019-10-25 | 平煤神马建工集团有限公司 | A kind of towering polymorphic structure system Core Walls Structure climbing form equipment |
-
2019
- 2019-12-05 CN CN201911236623.8A patent/CN110905193B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2239130A5 (en) * | 1973-07-27 | 1975-02-21 | Corre Jean | Pivotal shuttering for high rise buildings - pivots about catwalk at top or bottom as it climbs up the wall |
| KR20110095562A (en) * | 2010-02-19 | 2011-08-25 | 고려대학교 산학협력단 | Gang-form auto-climbing system using photovoltaic |
| CN102900024A (en) * | 2012-11-07 | 2013-01-30 | 中铁大桥局集团第六工程有限公司 | Overturning die plate for large-scale concrete structure and using method for overturning die plate |
| CN107435438A (en) * | 2017-08-16 | 2017-12-05 | 黄晖 | A kind of chimney turnover formwork construction device |
| CN208122461U (en) * | 2018-03-14 | 2018-11-20 | 扬州中创模板有限公司 | The construction equipment of towering structure |
| CN209538674U (en) * | 2018-12-29 | 2019-10-25 | 平煤神马建工集团有限公司 | A kind of towering polymorphic structure system Core Walls Structure climbing form equipment |
| CN209482712U (en) * | 2019-01-29 | 2019-10-11 | 焦作大学 | A kind of electronic climbing apparatus of construction |
| CN110306783A (en) * | 2019-06-28 | 2019-10-08 | 中国化学工程第四建设有限公司 | A kind of chimney stalk runs derrick dislocation template inside-out formulation construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016729A (en) * | 2021-11-12 | 2022-02-08 | 广东天凛高新科技有限公司 | Rolling type die |
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| CN110905193B (en) | 2021-03-23 |
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