CN218028889U - Jacking hydraulic climbing formwork - Google Patents
Jacking hydraulic climbing formwork Download PDFInfo
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- CN218028889U CN218028889U CN202221752156.1U CN202221752156U CN218028889U CN 218028889 U CN218028889 U CN 218028889U CN 202221752156 U CN202221752156 U CN 202221752156U CN 218028889 U CN218028889 U CN 218028889U
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Abstract
The utility model discloses a jacking hydraulic climbing formwork, which comprises a climbing rod, a lifting bearing portal frame, an operating platform frame body and a formwork adjusting lead screw; the outer template and the inner template which are well spliced are arranged above the concrete matrix, and a template counter pull rod is arranged between the outer template and the inner template; a template adjusting screw rod is arranged on the outer side of the outer template; erecting a lifting bearing portal frame right above the concrete matrix, wherein the lifting bearing portal frame is a doorframe-shaped steel frame, and two sides of the lifting bearing portal frame are connected with a template adjusting screw rod; the two sides of the lifting bearing gantry are fixedly provided with operation platform frame bodies, the bottom of each operation platform frame body is connected with a lower operation platform through a lower operation platform suspender, and the top of each operation platform frame body is provided with an upper operation platform; a climbing rod is arranged in the concrete base, the lifting bearing portal frame is arranged on the lifting bearing portal frame, and a center penetrating jack is arranged on the lifting bearing portal frame; the problem of current creeping formwork structure complicated, cause the installation to use inconvenient, appear the potential safety hazard easily is solved.
Description
Technical Field
The utility model relates to a architectural equipment technical field, concretely relates to jacking hydraulic climbing mould.
Background
The climbing form is a short name of the climbing form and is also called as the jumping form abroad. The climbing device consists of a climbing template, a climbing frame (or the climbing template does not have the climbing frame) and climbing equipment, and is an effective tool in construction of high-rise structures such as a shear wall system, a cylinder system and a pier 31552. Because of the self-climbing capability, the hoisting of hoisting machinery is not needed, and the hoisting workload of the transportation machinery in construction is reduced. The scaffold is hung on the self-climbing formwork, so that an external scaffold in the construction process can be omitted.
The existing creeping formwork is various in types, but the structure is relatively complex, in the actual use process, workers on a construction site often lack parts and few parts because of too many parts, and various parts and pipe fittings on the construction site are stacked, so that accidents can easily occur in the installation and use process of the workers on the construction site, and the accidents are not only quality accidents, but also more importantly, the workers can easily buy potential safety hazards due to careless inspection in the detection process in order to catch up with projects.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a jacking hydraulic climbing mould, it is complicated to solve current climbing mould structure, causes the installation to use inconvenient, appears the problem of potential safety hazard easily.
In order to solve the technical problem, the utility model adopts the following technical scheme:
a jacking hydraulic climbing formwork comprises a concrete base body, an outer template and an inner template; the method is characterized in that: the device also comprises a climbing rod, a lifting bearing portal frame, an operation platform frame body and a template adjusting screw rod; the spliced outer template and the spliced inner template are arranged above the concrete matrix, and a template opposite pull rod is arranged between the outer template and the inner template; a template adjusting screw rod is fixedly arranged on the outer side of the outer template; erecting a lifting bearing portal frame right above the concrete matrix, wherein the lifting bearing portal frame is a doorframe-shaped steel frame, and two sides of the lifting bearing portal frame are connected with a template adjusting screw rod; the two sides of the lifting bearing gantry are fixedly provided with operation platform frame bodies, the bottom of each operation platform frame body is connected with a lower operation platform through a lower operation platform suspender, and the top of each operation platform frame body is provided with an upper operation platform; a climbing rod is arranged in the concrete base, the lifting bearing portal frame is arranged on the lifting bearing portal frame, and a center penetrating jack is arranged on the lifting bearing portal frame; the outer template and the inner template are provided with template bearing lead screws, walking wheels are arranged at the tops of the template bearing lead screws, and the walking wheels are arranged on the lifting bearing portal in a rolling mode.
Furthermore, the template is adjusted the lead screw and is pegged graft on the operation platform support body, is provided with the U-shaped board in the junction of operation platform support body, and the U-shaped board overlaps on the operation platform support body, is provided with nut and template adjustment lead screw threaded connection in the outside of U-shaped board.
Furthermore, at least three back edges are arranged on two sides of the template opposite pull rod, nuts are arranged on the template opposite pull rod to press the back edges to the template, holes are formed in the back edges at the top, and the template bearing lead screws are inserted into the back edges and connected through the nuts.
Furthermore, the back edge is fixedly arranged on the template.
Further, the climbing rod is set to be 48 seamless tubes.
Compared with the prior art, the beneficial effects of the utility model are that:
in the device, phi 48 seamless steel pipes are pre-embedded in poured concrete to serve as climbing rods and serve as supporting upright columns, a center-penetrating jack is used for hanging a lifting bearing portal frame, operation platform frame bodies and hanging inner and outer templates are fixed on two sides of the lower end of the lifting bearing portal frame, the horizontal size of the templates of the operation platform frame bodies is fixed, the inner and outer templates are tightened to be oppositely pulled, and the concrete is poured; when climbing, the inner and outer templates are disassembled and oppositely pulled, and the hydraulic cross-core jack is lifted, so that the whole operation platform frame body 8 and the templates climb to the next pouring height, and then the operation flow is climbed repeatedly. Whole creeping formwork is simple to use, light, compares the obvious reduce cost of the heavy hydraulic pressure creeping formwork of tradition, and operating time is unchangeable, and simple structure has moreover been solved current creeping formwork structure complicacy to installation convenient operation, causes the installation to use inconvenient, appears the problem of potential safety hazard easily.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a top view of the present invention.
In the drawing, a concrete base body (1), climbing rods (2), an outer template (3), an inner template (4), a lower operating platform suspender (5), a lower operating platform (6), a lifting bearing portal frame (7), an operating platform frame body (8), a template adjusting screw rod (9), a template bearing screw rod (10), a walking wheel (11), a template counter pull rod (12) and an upper operating platform (13) are arranged.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The specific embodiment is as follows:
the jacking hydraulic climbing formwork comprises a concrete base body 1, an outer template 3 and an inner template 4. In the device, a climbing rod 2, a lifting bearing portal frame 7, an operation platform frame body 8 and a template adjusting screw rod 9 are further wrapped. Specifically, this device sets up the outer template 3 and the interior template 4 that splice in the top of concrete base member 1, outer template 3 can with interior template 4 adopt general creeping formwork can, this device is provided with the template between outer template 3 and interior template 4 and is used for improving the joint strength of interior template to pull rod 12, and this device is fixed in the outside of outer template 3 and is set up template regulation lead screw 9, and the template is adjusted lead screw 9 and is also used for the location of outer template 3 with the position that is used for adjusting outer template 3 and fixed. This device erects promotion bearing portal 7 directly over concrete base member 1, promotion bearing portal 7 sets up to a door frame-shaped steelframe, the both sides and the template of promotion bearing portal 7 are adjusted lead screw 9 and are connected and are used for stabilizing outer template 3 and the outer template 3 of location, fixed operating platform support body 8 that sets up in the both sides of promoting bearing portal 7 is used for operating whole equipment, and is concrete, operating platform 6 under the setting is connected through lower operating platform jib 5 in the bottom of operating platform support body 8, operating platform 13 is gone up in the top setting of operating platform support body 8. In the device, a part for actually fixing the lifting bearing portal frame 7 is a climbing rod 2, specifically, the climbing rod 2 is arranged in a concrete base body 1, the climbing rod 2 is set to be a 48 seamless pipe, the lifting bearing portal frame 7 is arranged on the lifting bearing portal frame 7, and a center penetrating jack 14 is arranged on the lifting bearing portal frame 7; template bearing lead screws 10 are arranged on the outer template 3 and the inner template 4, walking wheels 11 are arranged at the tops of the template bearing lead screws 10, and the walking wheels 11 are arranged on the lifting bearing portal frame 7 in a rolling mode.
More optimized, for convenient adjustment, the template is adjusted lead screw 9 and is pegged graft on operation platform support body 8, is provided with the U-shaped board in operation platform support body 8's junction, and the U-shaped board cover is provided with nut and template regulation lead screw 9 threaded connection in the outside of U-shaped board on operation platform support body 8.
More optimally, in order to facilitate fastening and adjustment, at least three back edges are arranged on two sides of the template counter-pull rod 12, nuts are arranged on the template counter-pull rod 12 to press the back edges to the template, holes are formed in the back edges at the top, the template bearing lead screw 10 is inserted into the back edges and connected through the nuts, and the back edges are fixedly arranged on the template.
In the device, phi 48 seamless steel pipes are pre-embedded in poured concrete to serve as climbing poles 2, the seamless steel pipes serve as supporting columns, the lifting bearing portal frame 7 is hung by the aid of the penetrating jacks 14, the two sides of the lower end of the lifting bearing portal frame 7 are fixedly provided with the operating platform frame body 8 and the inner and outer templates in a hanging mode, the horizontal size of the templates of the operating platform frame body 8 is fixed, the inner and outer templates are tightened to be oppositely pulled, and the concrete is poured. When climbing, the inner and outer templates are detached and oppositely pulled, and the hydraulic center-penetrating jack 14 is lifted, so that the whole operation platform frame body 8 and the templates climb to the next pouring height, and then the operation procedure is repeated. Whole creeping formwork is simple to use, light, compares the obvious reduce cost of the heavy hydraulic pressure creeping formwork of tradition, and operating time is unchangeable, and simple structure has moreover been solved current creeping formwork structure complicacy to installation convenient operation, causes the installation to use inconvenient, appears the problem of potential safety hazard easily.
Reference throughout this specification to "one embodiment," "another embodiment," "an embodiment," "a preferred embodiment," or the like, means that a particular feature, structure, or characteristic described in connection with the embodiment is included in at least one embodiment described generally in this application. The appearances of the same phrase in various places in the specification are not necessarily all referring to the same embodiment. Further, when a particular feature, structure, or characteristic is described in connection with any embodiment, it is submitted that it is within the scope of the invention to effect such feature, structure, or characteristic in connection with other embodiments.
Although the invention has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the scope and spirit of the principles of this disclosure. More specifically, various variations and modifications are possible in the component parts and/or arrangements of the subject combination arrangement within the scope of the disclosure, the drawings and the appended claims. In addition to variations and modifications in the component parts and/or arrangements, other uses will also be apparent to those skilled in the art.
Claims (5)
1. A jacking hydraulic climbing formwork comprises a concrete base body (1), an outer template (3) and an inner template (4); the method is characterized in that: the device also comprises a climbing rod (2), a lifting bearing gantry (7), an operating platform frame body (8) and a template adjusting screw rod (9); the spliced outer template (3) and the spliced inner template (4) are arranged above the concrete matrix (1), and a template counter-pull rod (12) is arranged between the outer template (3) and the inner template (4); a template adjusting screw rod (9) is fixedly arranged on the outer side of the outer template (3); erecting a lifting bearing portal frame (7) right above the concrete base body (1), wherein the lifting bearing portal frame (7) is arranged to be a door frame-shaped steel frame, and two sides of the lifting bearing portal frame (7) are connected with a template adjusting screw rod (9); the two sides of the lifting bearing gantry (7) are fixedly provided with an operating platform frame body (8), the bottom of the operating platform frame body (8) is connected with a lower operating platform (6) through a lower operating platform suspender (5), and the top of the operating platform frame body (8) is provided with an upper operating platform (13); a climbing rod (2) is arranged in the concrete base body (1), the lifting bearing portal frame (7) is arranged on the lifting bearing portal frame (7), and a center-penetrating jack (14) is arranged on the lifting bearing portal frame (7); template bearing lead screws (10) are arranged on the outer template (3) and the inner template (4), walking wheels (11) are arranged at the tops of the template bearing lead screws (10), and the walking wheels (11) are arranged on the lifting bearing gantry (7) in a rolling mode.
2. The jacking hydraulic climbing formwork of claim 1, wherein: the template adjusting screw rod (9) is inserted into the operating platform frame body (8), a U-shaped plate is arranged at the joint of the operating platform frame body (8) and sleeved on the operating platform frame body (8), and a nut and the template adjusting screw rod (9) are arranged on the outer side of the U-shaped plate and in threaded connection.
3. The jacking hydraulic climbing formwork of claim 1, wherein: at least three back edges are arranged on two sides of the template counter-pull rod (12), nuts are arranged on the template counter-pull rod (12) to press the back edges to the template, holes are formed in the back edges at the top, and the template bearing lead screw (10) is inserted into the back edges and connected through the nuts.
4. The jacking hydraulic climbing formwork of claim 3, wherein: the back edge is fixedly arranged on the template.
5. The jacking hydraulic climbing formwork of claim 1, wherein: the climbing rod (2) is set to be a 48 seamless tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221752156.1U CN218028889U (en) | 2022-07-08 | 2022-07-08 | Jacking hydraulic climbing formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221752156.1U CN218028889U (en) | 2022-07-08 | 2022-07-08 | Jacking hydraulic climbing formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218028889U true CN218028889U (en) | 2022-12-13 |
Family
ID=84380659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221752156.1U Active CN218028889U (en) | 2022-07-08 | 2022-07-08 | Jacking hydraulic climbing formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218028889U (en) |
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2022
- 2022-07-08 CN CN202221752156.1U patent/CN218028889U/en active Active
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