CN218454557U - Novel tower type supporting frame with high bearing capacity - Google Patents

Novel tower type supporting frame with high bearing capacity Download PDF

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Publication number
CN218454557U
CN218454557U CN202222848454.7U CN202222848454U CN218454557U CN 218454557 U CN218454557 U CN 218454557U CN 202222848454 U CN202222848454 U CN 202222848454U CN 218454557 U CN218454557 U CN 218454557U
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frame
bearing capacity
adjustable
high bearing
standard
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CN202222848454.7U
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周雁波
林吉莉
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Fengbo Template Technology Shanghai Co ltd
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Fengbo Template Technology Shanghai Co ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

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Abstract

The utility model discloses a novel tower support frame of high bearing capacity, its characterized in that: comprises an adjustable top support (1), a top frame (2), a standard frame (3), a bottom frame (5) and an adjustable base (6); the standard frame (3) is connected with the top frame (2) and the bottom frame (5); the adjustable jacking (1) is arranged at the top of the jacking frame (2); the adjustable base (6) is arranged at the bottom of the bottom frame (5). Through the utility model discloses a structure, fine solution the difficulty that meets in the super thick beam slab construction design of nuclear power engineering, simplified the site operation technology, improved site operation's convenience and security.

Description

Novel tower type supporting frame with high bearing capacity
Technical Field
The utility model relates to a tower support frame system's a novel tower support frame system especially relates to super thick beam slab concrete and pours tower support frame system of construction field.
Background
The tower type support frame system is a common scaffold system, and is widely applied to various concrete projects due to the characteristics of high disassembly and assembly efficiency, multiple functions, convenience in processing, height adjustment, standardization of component series, convenience in maintenance and transportation and the like. The system finally transmits various loads to the surface of a poured concrete structure through a statically indeterminate structure consisting of various axial stress rod pieces and a counter-pulling device, and plays a key role in construction safety, construction efficiency and construction quality control. However, when the tower type support frame system is applied to the structural construction of a nuclear power engineering super-thick beam floor slab and the like, because the bearing capacity of the traditional tower type support frame is not enough, in order to ensure that the load can be reliably transferred to a concrete structural surface through a scaffold, the scaffold design specially customized according to different project conditions is usually required. Such solutions present the following problems: 1. the design side needs to design various tower-type support frames with different sizes according to projects with different thicknesses and different specifications by manpower; 2. the customized tower type support frame basically belongs to a wearing part and can not be used in circulation in horizontal concrete construction with different specifications basically; 3. the load to be borne is large, the number of customized scaffold components is large, the machining precision requirement is high, however, the machining errors on different sites are too large, the conditions that the size, the connecting position and the like do not meet the design requirements easily occur in the assembling process, and irreparable safety accidents are caused; 4. a large amount of manpower and material resources are needed and a certain construction period is needed for customizing the scaffold which is specially designed and processed according to different project conditions.
Disclosure of Invention
In view of this, the utility model aims at providing a novel tower support frame of high bearing capacity.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a novel tower type supporting frame with high bearing capacity, which comprises an adjustable top support (1), a top frame (2), a standard frame (3), a bottom frame (5) and an adjustable base (6); the standard frame (3) is connected with the top frame (2) and the bottom frame (5); the adjustable jacking (1) is arranged at the top of the jacking frame (2); the adjustable base (6) is arranged at the bottom of the bottom frame (5).
Preferably, the adjustable jacking (1) is provided with a first adjusting nut (1-1) and a first adjusting screw rod (1-2).
Preferably, the adjustable base (6) is provided with a second adjusting nut (6-1) and a second adjusting screw (6-2).
Preferably, the device also comprises an adjusting frame (7) which is positioned between the top frame (2) and the standard frame (3).
Preferably, the length and the height of the standard frame (3) are 1.2M and 1.0M, the length and the height of the adjusting frame (7) are 1.2M and 0.3M, and the length and the width of the bottom frame (5) and the top frame (2) are 1.2M and 1.2M.
Preferably, the material of the standard frame (3) in the vertical direction is Q335B high-strength steel pipe.
The beneficial effects of the utility model reside in that: 1. the utility model discloses novel tower support frame component of high bearing capacity is few, the bearing capacity is big. 2. Various components can be processed and manufactured in a factory in advance, the trouble of automatically cutting various sizes of components on site is reduced, and processing errors are reduced. 3. The novel tower type supporting frame structure with high bearing capacity can adapt to various super-thick beam plates and other projects with different sizes through the assembly of components with different specifications, and is strong in universality and good in economical efficiency. 4. The novel tower type supporting frame with high bearing capacity is ingenious in structural design and simple to assemble, and manpower, material resources and time are greatly reduced.
To sum up, through the utility model discloses a structure has solved the difficulty that tower support frame system met in super thick beam slab concrete construction well, has simplified the site operation technology, has improved the convenience and the security of site operation.
Drawings
In order to make the purpose, technical solution and beneficial effect of the present invention clearer, the present invention provides the following drawings for illustration.
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the present invention after an adjusting frame is added.
Fig. 3 is a diagram of the application of the present invention.
Description of the drawings:
the adjustable supporting device comprises an adjustable supporting 1, a first adjusting nut 1-1, a first adjusting screw rod 1-2, a top frame 2, a second adjusting nut 6-1, a second adjusting screw rod 6-2, a standard frame 3, a diagonal draw bar 4, a bottom frame 5, an adjustable base 6 and an adjusting frame 7.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific embodiments so that those skilled in the art can better understand the present invention and can implement the present invention, but the embodiments are not to be construed as limiting the present invention.
As shown in fig. 1 and 2, the utility model relates to a novel tower-type support frame with high bearing capacity, which comprises an adjustable top support (1), a top frame (2), a standard frame (3), diagonal draw bars (4), a bottom frame (5), an adjustable base (6) and an adjusting frame (7); the adjustable jacking support (1) is provided with a first adjusting nut (1-1) and a first adjusting screw rod (1-2); the adjustable base (6) is provided with a second adjusting nut (6-1) and a second adjusting screw (6-2).
As shown in fig. 1 and 2, the standard frame (3) is connected with the top frame (2), the bottom frame (5) or the adjusting frame (7) through a D10 pin; the first adjusting screw (1-2) is inserted into the top of the top frame (2); the second adjusting screw (6-2) is inserted into the bottom of the bottom frame (5); the diagonal draw bar (4) is connected with the two standard frames (3) through a D10 pin, and is connected in the height direction, and the diagonal draw bars (4) of the upper and lower layers of standard frames (3) are erected in a crossed manner.
As shown in fig. 3, before the towers are installed in place, the number of the tower combinations is adjusted according to different supporting heights; after being installed in place, the locking plates on the standard frames (3) are kept to be downward in a consistent mode, the diagonal draw bars (4) between the two standard frames (3) on the same layer are guaranteed to be reliably installed in place and then are clamped and not fall off, and stability and safety of the whole system are guaranteed.
In practical application, when the structural height is not changed greatly, the first adjusting nut (1-1) and the second adjusting nut (6-1) can be loosened, the adjustable jacking support (1) and the adjustable base (6) can be lengthened or shortened until the adjustable jacking support (1) is close to the surface of the formwork and the adjustable base (6) is close to the surface of concrete, and then the first adjusting nut (1-1) and the second adjusting nut (6-1) are screwed.
When the structural height changes greatly, besides the number of the standard frames (3), the adjusting frames (7) can be additionally arranged, and the standard frames (3) of the adjusting frames (7) are connected through the D10 pins, so that concrete loads transmitted through the template are reliably transmitted to the tower frame and finally transmitted to the foundation, and the stability and firmness of the whole tower frame system structure and the safety in the construction process are guaranteed.
In the present embodiment, the length and height of the standard frame (3) are 1.2M and 1.0M, respectively, the length and height of the adjustment frame (7) are 1.2M and 0.3M, respectively, and the length and width of the bottom frame (5) and the top frame (2) are 1.2M and 1.2M.
I have strengthened the bearing capacity of tower frame on the vertical direction, the vertical direction material of standard frame (3) adopts Q335B high-strength steel pipe.
The utility model discloses novel tower support frame of high bearing capacity has following advantage: 1. the design is ingenious, the components are simple, the bearing capacity is large, and the difficulty of structures such as ultra-thick beam plates and the like in field construction can be solved. 2. The components are convenient to obtain, and the processing and the manufacturing are simple; 3. the components are simple to install and use, and the trouble of field construction is reduced; 3. the structure has strong universality and can be suitable for structures such as various super-thick beam plates with different sizes.
The device simple manufacture technology, convenient to use, the transportation of part and storage management are simple and convenient, have solved tower support frame system and have been applied to the trouble when various super thick beam slab structure constructions, make super thick beam slab construction and ordinary beam slab construction equally simple and convenient, have extremely strong practicality and economical type.
To sum up, through the utility model discloses a tower support frame system has been solved well in the difficulty that super thick beam slab concrete construction met, has simplified the site operation technology, has improved the convenience and the security of site operation.
The above-mentioned embodiments are merely preferred embodiments for fully illustrating the present invention, and the scope of the present invention is not limited thereto. Equivalent substitutes or changes made by the technical personnel in the technical field on the basis of the utility model are all within the protection scope of the utility model. The protection scope of the present invention is subject to the claims.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like, when used in the orientation or positional relationship indicated in the figures, are used merely for convenience in describing the invention and to simplify the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered as limiting. Furthermore, the appearances of the terms "first," "second," and the like, if any, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" should be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.

Claims (6)

1. The utility model provides a tower support frame of novel of high bearing capacity which characterized in that: comprises an adjustable top support (1), a top frame (2), a standard frame (3), a bottom frame (5) and an adjustable base (6); the standard frame (3) is connected with the top frame (2) and the bottom frame (5); the adjustable jacking (1) is arranged at the top of the jacking frame (2); the adjustable base (6) is arranged at the bottom of the bottom frame (5).
2. The novel tower type supporting frame with high bearing capacity of claim 1, wherein: the adjustable jacking (1) is provided with a first adjusting nut (1-1) and a first adjusting screw (1-2).
3. The novel tower type supporting frame with high bearing capacity of claim 1, wherein: the adjustable base (6) is provided with a second adjusting nut (6-1) and a second adjusting screw (6-2).
4. The novel tower type supporting frame with high bearing capacity of claim 3, wherein: the device also comprises an adjusting frame (7) which is positioned between the top frame (2) and the standard frame (3).
5. The novel tower type supporting frame with high bearing capacity of claim 4, wherein: the length and the height of the standard frame (3) are respectively 1.2M and 1.0M, the length and the height of the adjusting frame (7) are respectively 1.2M and 0.3M, and the length and the width of the bottom frame (5) and the top frame (2) are respectively 1.2M and 1.2M.
6. The novel tower type supporting frame with high bearing capacity of claim 5, wherein: the material of the vertical direction of the standard frame (3) is Q335B high-strength steel pipe.
CN202222848454.7U 2022-10-28 2022-10-28 Novel tower type supporting frame with high bearing capacity Active CN218454557U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222848454.7U CN218454557U (en) 2022-10-28 2022-10-28 Novel tower type supporting frame with high bearing capacity

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222848454.7U CN218454557U (en) 2022-10-28 2022-10-28 Novel tower type supporting frame with high bearing capacity

Publications (1)

Publication Number Publication Date
CN218454557U true CN218454557U (en) 2023-02-07

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ID=85126910

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222848454.7U Active CN218454557U (en) 2022-10-28 2022-10-28 Novel tower type supporting frame with high bearing capacity

Country Status (1)

Country Link
CN (1) CN218454557U (en)

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