CN211286608U - Creeping formwork structure for super high-rise building engineering construction - Google Patents
Creeping formwork structure for super high-rise building engineering construction Download PDFInfo
- Publication number
- CN211286608U CN211286608U CN201922254280.XU CN201922254280U CN211286608U CN 211286608 U CN211286608 U CN 211286608U CN 201922254280 U CN201922254280 U CN 201922254280U CN 211286608 U CN211286608 U CN 211286608U
- Authority
- CN
- China
- Prior art keywords
- wall
- bolt fastening
- guide rail
- fastening
- side outer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses a creeping formwork structure is used in super high-rise building engineering construction, including wall body, guide rail, template and protector, there is the guide rail through the bolt fastening on the right side outer wall of wall body, the lower half of guide rail has protector through the bolt fastening, sliding connection has hydraulic pressure jacking device on the right side outer wall of guide rail, there is the backup pad through the bolt fastening on the right side outer wall of hydraulic pressure jacking device, there are two sets of electric telescopic handle through the bolt fastening on the right side outer wall of backup pad, be fixed with the riser through the fixed block on electric telescopic handle's the right-hand member face, welded fastening has the multiunit connecting rod on the left side outer wall of the first of riser, and welded fastening has the loading board on the left side terminal surface of connecting rod, has the template through the bolt fastening on. This creeping formwork structure for super high-rise building engineering construction not only can realize pouring the wall body of different thickness, can also carry out effectual protection to creeping formwork equipment.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to creeping formwork structure is used in super high-rise building engineering construction.
Background
A climbing formwork is a formwork process suitable for cast-in-place reinforced concrete vertical or inclined structure construction, such as walls, bridges, towers and the like. The climbing device consists of a climbing template, a climbing frame and climbing equipment, is an effective tool in high-rise structures such as a construction shear wall system, a cylinder system, a pier and the like, is attached to a building vertical structure in the structural construction stage, and ascends layer by layer along with the structure construction along with a hydraulic system device, so that the template does not occupy a construction site and does not use other vertical transportation equipment. Because possess the ability of climbing certainly, consequently need not the handling of hoisting machinery, this handling work load that has reduced transportation machinery in the construction hangs the scaffold frame on the template that climbs certainly and can save the outer scaffold frame in the work progress, and at the creeping formwork in-process, the protector that needs to install at the relevant place of guide rail to the security of protection creeping formwork process. However, the existing protective device of the creeping formwork guide rail is easily polluted by dust and other building debris in the using process, and the installation stability of the device is reduced.
Therefore, in view of the current situation, it is urgently needed to design and produce a creeping formwork structure for super high-rise building engineering construction so as to meet the requirement of practical use.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a creeping formwork structure is used in super high-rise building engineering construction to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a climbing formwork structure for super high-rise building engineering construction, includes wall body, guide rail, template and protector, there is the guide rail through the bolt fastening on the right side outer wall of wall body, the lower half of guide rail has protector through the bolt fastening, sliding connection has hydraulic pressure jacking device on the right side outer wall of guide rail, there is the backup pad through the bolt fastening on the right side outer wall of hydraulic pressure jacking device, there are two sets of electric telescopic handle through the bolt fastening on the right side outer wall of backup pad, welded fastening has the fixed block on electric telescopic handle's the right-hand member face, and the right side outer wall of fixed block has the riser through the bolt fastening, welded fastening has the multiunit connecting rod on the left side outer wall of the first one of riser, and welded fastening has the loading board on the left side terminal surface of connecting rod.
Preferably, protector includes mounting panel and supporting box, welded fastening has the dead lever on the both sides outer wall of mounting panel, symmetrical welded fastening has the fixed block on the upper and lower both sides outer wall of dead lever, set up threaded hole on the fixed block, the bottom welded fastening of mounting panel has the supporting box, the bottom plate of supporting box has the lift cylinder through bolt fastening on the surface, the telescopic link of lift cylinder runs through supporting box and mounting panel to extend to the top of mounting panel, the top welded fastening of the telescopic link of lift cylinder has the driving plate.
Preferably, the top of the mounting plate is symmetrically welded and fixed with two groups of pressure-bearing columns, the tops of the pressure-bearing columns are fixed with spring pipes through bolts, the tops of the spring pipes are fixed with pressure-bearing plates through bolts, and the tops of the pressure-bearing plates are fixed with pressure-bearing gaskets through bolts.
Preferably, two sets of spacing holes have been seted up to the top symmetry of bearing post, the bottom symmetric weld of bearing plate is fixed with two sets of stoppers, the U type fixed slot has been seted up at the back of mounting panel, the mounting panel is fixed through bolt and guide rail.
Preferably, the top welded fastening of guide rail has the locating piece, the constant head tank has been seted up to the bottom of guide rail, the top welded fastening of backup pad has operation platform, operation platform's surface has the protection network through the bolt fastening, and welded fastening has the plummer on the right side outer wall of loading board, the surface of plummer has another group of protection network through the bolt fastening.
The utility model discloses a technological effect and advantage: according to the creeping formwork structure for the super high-rise building engineering construction, through the spring pipe on the protection device, when creeping formwork equipment falls to cause extrusion impact on the bearing plate, the spring pipe is compressed and deformed, so that the vibration influence on the protection device is reduced, meanwhile, the effect of limiting and protecting the falling equipment can be achieved, the more serious consequence is avoided, through the arrangement of the transmission plate, when the spring pipe is compressed to the maximum value, the bearing column and the transmission plate can jointly achieve the effect of limiting and protecting the falling equipment, and meanwhile, the use safety of the device is protected to the maximum degree; the protective device adopts a closed design, so that the interior of the protective device can be prevented from being polluted by building debris, and the protective effect of the protective device is improved; can drive riser and template through electric telescopic handle and adjust to can adjust according to the thickness of wall body, this creeping formwork structure for super high-rise building engineering construction not only can realize pouring the wall body of different thickness, can also carry out effectual protection to creeping formwork equipment.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a cross-sectional view of the protective device of the present invention;
fig. 3 is a right side sectional view of the mounting plate of the present invention.
In the figure: the device comprises a wall body 1, a guide rail 2, a hydraulic jacking device 3, a supporting plate 4, an operating platform 5, an electric telescopic rod 6, a vertical plate 7, a template 8, a bearing table 9, a protective device 10, a mounting plate 11, a fixing rod 12, a bearing column 13, a spring tube 14, a bearing plate 15, a bearing gasket 16, a supporting box 17, a lifting cylinder 18 and a transmission plate 19.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Unless the direction is defined separately, the directions of up, down, left, right, front, back, etc. referred to herein are the directions of up, down, left, right, front, back, etc. in the drawings of the present invention, and are herein incorporated by reference.
The utility model provides a creeping formwork structure for super high-rise building engineering construction as shown in fig. 1-3, including wall body 1, guide rail 2, template 8 and protector 10, there is guide rail 2 through the bolt fastening on wall body 1's the right side outer wall, guide rail 2's lower half has protector 10 through the bolt fastening, sliding connection has hydraulic jacking device 3 on guide rail 2's the right side outer wall (hydraulic jacking device 3 is prior art, and its structure is the same with the structure and the relation of connection of hydraulic jacking device 3 of creeping formwork among the prior art, does not describe here again), there is backup pad 4 through the bolt fastening on hydraulic jacking device 3's the right side outer wall, there are two sets of electric telescopic handle 6 through the bolt fastening on backup pad 4's the right side outer wall, electric telescopic handle 6's model is: TGA-400, welded fastening has the fixed block on electric telescopic handle 6's the right-hand member face, and the right side outer wall of fixed block has riser 7 through the bolt fastening, welded fastening has the multiunit connecting rod on the left side outer wall of riser 7 first, and welded fastening has the loading board on the left side terminal surface of connecting rod, has template 8 through the bolt fastening on the left side outer wall of loading board.
Specifically, protector 10 includes mounting panel 11 and supporting box 17, welded fastening has dead lever 12 on the both sides outer wall of mounting panel 11, symmetrical welded fastening has the fixed block on the upper and lower both sides outer wall of dead lever 12, set up threaded hole on the fixed block, the bottom welded fastening of mounting panel 11 has supporting box 17, supporting box 17's bottom plate is fixed with lift cylinder 18 through the bolt fastening on the surface, lift cylinder 18's model is: TY290, the telescopic rod of the lifting cylinder 18 penetrates through the supporting box 17 and the mounting plate 11 and extends to the upper part of the mounting plate 11, and the top of the telescopic rod of the lifting cylinder 18 is fixedly welded with a transmission plate 19.
Specifically, two sets of pressure-bearing columns 13 are symmetrically welded and fixed on the top of the mounting plate 11, spring pipes 14 are fixed on the tops of the pressure-bearing columns 13 through bolts, pressure-bearing plates 15 are fixed on the tops of the spring pipes 14 through bolts, pressure-bearing gaskets 16 are fixed on the tops of the pressure-bearing plates 15 through bolts, and the height of the transmission plate 19 and the height of the pressure-bearing columns 13 are at the same horizontal position.
Specifically, two sets of spacing holes have been seted up to the top symmetry of pressure-bearing post 13, the bottom symmetric weld of pressure-bearing plate 15 is fixed with two sets of stoppers, U type fixed slot has been seted up at the back of mounting panel 11, mounting panel 11 is fixed through bolt and guide rail 2, it is fixed with the rubber slipmat to bond through glue in the U type fixed slot of mounting panel 11, can make protector 10 fixed more firm on guide rail 2.
It is specific, guide rail 2's top welded fastening has the locating piece, the constant head tank has been seted up to guide rail 2's bottom, locating piece and constant head tank phase-match on the guide rail 2 are convenient for fix a position and fix between two sets of different guide rails 2, the top welded fastening of backup pad 4 has operation platform 5, operation platform 5's surface has the protection network through the bolt fastening, and welded fastening has plummer 9 on the right side outer wall of loading board, plummer 9's surface has another group's protection network through the bolt fastening, the protection network on operation platform 5 and the plummer 9 can improve equipment's factor of safety.
Specifically, when the creeping formwork structure for super high-rise building engineering construction is used, the guide rail 2 is fixed on the right side surface of a poured wall body 1 through a fixing bolt, the vertical adjustment of the support plate 4 can be realized under the action of the hydraulic jacking device 3, the vertical adjustment of the formwork 8 is realized, when the thickness of the upper-layer wall body 1 is changed, the position of the formwork 8 can be adjusted by adjusting the extension and retraction of the electric telescopic rod 6, so that the creeping formwork structure is suitable for pouring of wall bodies 1 with different thicknesses, when the creeping formwork device on the guide rail 2 drops, the creeping formwork device firstly contacts with the pressure-bearing gasket 16, the pressure-bearing plate 15 is extruded through the pressure-bearing gasket 16, the pressure is transmitted on the spring pipe 14 by the pressure-bearing plate 15 to deform and compress the spring pipe 14, when the spring pipe 14 is compressed to the maximum value, the lifting cylinder 18 is started, the driving plate 19 is pushed to move, thereby performing a lifting operation on the dropped equipment so that the guard 10 is fully operated.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (5)
1. The utility model provides a climbing formwork structure for super high-rise building engineering construction, includes wall body (1), guide rail (2), template (8) and protector (10), its characterized in that: there are guide rail (2) through the bolt fastening on the right side outer wall of wall body (1), the lower half of guide rail (2) has protector (10) through the bolt fastening, sliding connection has hydraulic pressure jacking device (3) on the right side outer wall of guide rail (2), there are backup pad (4) through the bolt fastening on the right side outer wall of hydraulic pressure jacking device (3), there are two sets of electric telescopic handle (6) through the bolt fastening on the right side outer wall of backup pad (4), welded fastening has the fixed block on the right-hand member face of electric telescopic handle (6), and the right side outer wall of fixed block has riser (7) through the bolt fastening, welded fastening has the multiunit connecting rod on the left side outer wall of riser (7) first, and welded fastening has the loading board on the left side terminal surface of connecting rod, has template (8) through the bolt fastening on the left side.
2. The creeping formwork structure for super high-rise building engineering construction according to claim 1, characterized in that: protector (10) include mounting panel (11) and supporting box (17), welded fastening has dead lever (12) on the both sides outer wall of mounting panel (11), symmetrical welded fastening has the fixed block on the upper and lower both sides outer wall of dead lever (12), set up threaded hole on the fixed block, the bottom welded fastening of mounting panel (11) has supporting box (17), the bottom plate of supporting box (17) has lift cylinder (18) through bolt fastening on the surface, the telescopic link of lift cylinder (18) runs through supporting box (17) and mounting panel (11) to extend to the top of mounting panel (11), the top welded fastening of the telescopic link of lift cylinder (18) has driving plate (19).
3. The creeping formwork structure for super high-rise building engineering construction according to claim 2, characterized in that: the top symmetry welded fastening of mounting panel (11) has two sets of pressure-bearing post (13), the top of pressure-bearing post (13) is through the bolt fastening has spring pipe (14), the top of spring pipe (14) is through the bolt fastening has pressure-bearing plate (15), the top of pressure-bearing plate (15) is through the bolt fastening has pressure-bearing gasket (16).
4. The creeping formwork structure for super high-rise building engineering construction according to claim 3, characterized in that: two sets of spacing holes have been seted up to the top symmetry of bearing post (13), the bottom symmetry welded fastening of bearing plate (15) has two sets of stoppers, the U type fixed slot has been seted up at the back of mounting panel (11), mounting panel (11) are fixed through bolt and guide rail (2).
5. The creeping formwork structure for super high-rise building engineering construction according to claim 1, characterized in that: the top welded fastening of guide rail (2) has the locating piece, the constant head tank has been seted up to the bottom of guide rail (2), the top welded fastening of backup pad (4) has operation platform (5), the surface of operation platform (5) has the protection network through the bolt fastening, and welded fastening has plummer (9) on the right side outer wall of loading board, the surface of plummer (9) has another group protection network through the bolt fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922254280.XU CN211286608U (en) | 2019-12-16 | 2019-12-16 | Creeping formwork structure for super high-rise building engineering construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922254280.XU CN211286608U (en) | 2019-12-16 | 2019-12-16 | Creeping formwork structure for super high-rise building engineering construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211286608U true CN211286608U (en) | 2020-08-18 |
Family
ID=72032458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922254280.XU Active CN211286608U (en) | 2019-12-16 | 2019-12-16 | Creeping formwork structure for super high-rise building engineering construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211286608U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144402A (en) * | 2020-09-03 | 2020-12-29 | 浙江精工钢结构集团有限公司 | Rotary jacking method |
-
2019
- 2019-12-16 CN CN201922254280.XU patent/CN211286608U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144402A (en) * | 2020-09-03 | 2020-12-29 | 浙江精工钢结构集团有限公司 | Rotary jacking method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211286608U (en) | Creeping formwork structure for super high-rise building engineering construction | |
| CN204266132U (en) | Adopt the railway Frame Pier crossbeam of D type beam | |
| CN202481956U (en) | Attached climbing type conventionalized dual-purpose platform | |
| CN111749140A (en) | Truss integral lifting type bridge high pier creeping formwork device and construction method | |
| CN213418443U (en) | Self-climbing type elevator shaft operation platform | |
| CN219431433U (en) | Independent climbing operation protection integrated platform structure | |
| CN210659200U (en) | High-rise building elevator shaft operation platform | |
| KR20090032478A (en) | Apparatus preventing separation of cage for construction | |
| CN215859242U (en) | Steel structure of existing building with additional elevator shaft | |
| CN212506752U (en) | Shaped steel support piece convenient to installation is dismantled | |
| CN212771944U (en) | Punching steel bar type adjustable operation platform | |
| CN210286559U (en) | Anti-climbing device for tower crane | |
| CN214246662U (en) | Whole jacking formula under bracing discharge apparatus for super high-rise building construction | |
| CN214615418U (en) | Fire control vestibule die carrier bracing formula steel platform | |
| CN116290702B (en) | Building scaffold | |
| CN212270702U (en) | Truss integral lifting type bridge high pier creeping formwork device | |
| CN219638477U (en) | Beam-free floor roof reinforcing structure | |
| CN214935410U (en) | Heavy roof truss of electron factory building super large span removes tower crane system | |
| CN219431332U (en) | Safety enclosure net structure of cantilever frame | |
| CN215798038U (en) | Bridge crane safety protection passageway | |
| CN217352125U (en) | Bailey bridge builds with channel-section steel assembled steel landing stage railing | |
| CN219638461U (en) | Edge protection device for lower operation layer of aluminum die system | |
| CN213898212U (en) | Construction protection device in elevator shaft | |
| CN218541429U (en) | Round closed sound barrier movable mounting platform | |
| CN220666914U (en) | Diagonal bracing type climbing formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |