CN215520129U - Template support structure for building construction - Google Patents

Template support structure for building construction Download PDF

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Publication number
CN215520129U
CN215520129U CN202022514997.6U CN202022514997U CN215520129U CN 215520129 U CN215520129 U CN 215520129U CN 202022514997 U CN202022514997 U CN 202022514997U CN 215520129 U CN215520129 U CN 215520129U
Authority
CN
China
Prior art keywords
vaulting pole
threaded connection
support structure
sleeve pipe
external
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.)
Expired - Fee Related
Application number
CN202022514997.6U
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Chinese (zh)
Inventor
顾拥衡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuxi Shuofang Construction And Installation Engineering Co ltd
Original Assignee
Wuxi Jiafeiyi Internet Of Things Industry Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to CN202022514997.6U priority Critical patent/CN215520129U/en
Application granted granted Critical
Publication of CN215520129U publication Critical patent/CN215520129U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a template supporting structure that construction used, includes last fagging, lower base and connects the stand of fagging and lower base, the stand include vaulting pole and lower vaulting pole, go up through threaded connection bushing between vaulting pole and the lower vaulting pole, rotatory threaded connection sleeve pipe passes through threaded connection upper supporting pole and lower vaulting pole and adjustable last vaulting pole and the distance between the lower vaulting pole, form telescopic supporting structure, threaded connection sleeve pipe be provided with mutually perpendicular's external sleeve pipe on same level. The template support structure provided by the utility model is convenient for adjusting the height of the support structure, and the distance between the upper support rod and the lower support rod can be adjusted by rotating the threaded connecting sleeve according to the height of a template to be supported on a construction site, so that the template to be supported is supported; meanwhile, when the formworks at the same height are supported, a plurality of formwork support structures can be adopted to provide high-stability support for the formworks needing to be supported.

Description

Template support structure for building construction
Technical Field
The utility model relates to the technical field of building construction equipment, in particular to a template support structure for building construction.
Background
The support is usually a framework structure with a supporting function, is extremely widely applied, is visible everywhere in work and life, and is a rod-type structure or an integral structure which is adopted for maintaining the structural stability and ensuring the work safety. In the building construction field, the application of support is very extensive, and the classification of support also has a lot moreover, can classify according to material and quantity, and the application of general scaffold frame and support frame is more in the support for current building construction. In the construction process of a building, a building construction support structure is usually used for auxiliary operation, and particularly, in a cast-in-place concrete construction site, formwork support is often required. The bottom that supports at the template usually need support fixedly with supporting structure, especially at small-size simple and easy construction place, adopt timber structure or steel tubular construction to support the template usually, because the construction building height difference, need support fixed template highly differs, need cut or bed hedgehopping to the timber structure fore-set of overlength, and then difficult height-adjusting to steel column structure, need temporarily select the steel column of deciding height according to the demand of job site, thereby increased the difficult degree of construction by a wide margin, delayed the construction progress.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects of the prior art, the utility model provides a telescopic type template support structure with adjustable height and convenient connection with an adjacent support.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
the utility model provides a template supporting structure that construction used, includes last fagging, lower base and connects the stand of fagging and lower base, the stand include vaulting pole and lower vaulting pole, go up through threaded connection bushing between vaulting pole and the lower vaulting pole, rotatory threaded connection sleeve pipe passes through threaded connection upper supporting pole and lower vaulting pole and adjustable last vaulting pole and the distance between the lower vaulting pole, form telescopic supporting structure, threaded connection sleeve pipe be provided with mutually perpendicular's external sleeve pipe on same level.
Furthermore, the lower end of the upper support rod and the upper end of the lower support rod are both provided with support rod external threads, the upper end and the lower end of the threaded connection sleeve are provided with two internal threads in opposite rotating directions, the threaded connection sleeve is connected with the support rod external threads of the upper support rod and the lower support rod in a matching mode through the internal threads at the upper end and the lower end, the threaded connection sleeve can be rotated to adjust the distance between the upper support rod and the lower support rod, and then the telescopic support structure is formed.
Furthermore, the lower part of the upper supporting plate is fixedly connected with the top of the upper support rod, and the upper part of the lower base is fixedly connected with the bottom of the lower support rod.
Furthermore, an upper reinforcing rib is arranged at the joint of the upper supporting plate and the upper supporting rod, and a lower reinforcing rib is arranged at the joint of the lower base and the lower supporting rod.
Furthermore, it is same threaded connection sleeve on be provided with 4 external sleeve pipes, 4 external sleeve pipes on the same threaded connection sleeve pipe are in same level and perpendicular setting, and adjacent template supporting structure or other equipment subassembly are convenient for connect in external sheathed tube effect, and then form the more stable supporting network of structure.
Further, external sleeve pipe include connecting screw and a connection spiral shell section of thick bamboo, connecting screw one end and threaded connection sleeve pipe fixed connection, the other end is provided with the external screw thread and passes through external screw thread and connection spiral shell section of thick bamboo threaded connection, connection spiral shell section of thick bamboo both ends are equipped with two kinds of internal threads that revolve to opposite.
Furthermore, the top surface of the upper supporting plate is provided with a groove, and an anti-skidding shock pad is installed in the groove.
Compared with the prior art, the utility model has the advantages that:
the template support structure provided by the utility model is convenient for adjusting the height of the support structure, and the distance between the upper support rod and the lower support rod can be adjusted by rotating the threaded connecting sleeve according to the height of a template to be supported on a construction site, so that the template to be supported is supported; meanwhile, when the formworks at the same height are supported, a plurality of formwork support structures can be adopted to provide high-stability support for the formworks needing to be supported.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a top view of a threaded connection sleeve of the present invention.
In the figure, 1-upper supporting plate, 11-antiskid damping pad, 2-upright post, 21-upper supporting rod, 22-lower supporting rod, 23-threaded connecting sleeve, 24-external connecting sleeve, 241-connecting screw rod, 242-connecting screw cylinder, 25-external supporting rod thread, 3-lower base and 4-lower reinforcing rib.
Detailed Description
The utility model will be further described with reference to the accompanying drawings, but the scope of the utility model is not limited to the following examples. Any equivalent modifications made by those skilled in the art in the light of the teachings of this invention should be within the scope of this invention.
As shown in fig. 1 and 2, a formwork support structure for building construction includes an upper support plate 1, a lower base 3 and a column 2 connecting the upper support plate 1 and the lower base 3, the column 2 includes an upper support rod 21 and a lower support rod 22, the upper support rod 21 and the lower support rod 22 are connected through a threaded connection sleeve 23, the threaded connection sleeve 23 is rotated to connect the upper support rod 21 and the lower support rod 22 through threads and to adjust the distance between the upper support rod 21 and the lower support rod 22, so as to form a telescopic support structure, and the threaded connection sleeve 23 is provided with external sleeves 24 perpendicular to each other at the same horizontal height.
Furthermore, the lower end of the upper stay bar 21 and the upper end of the lower stay bar 22 are both provided with stay bar external threads 25, the upper end and the lower end of the threaded connection sleeve 23 are provided with two internal threads with opposite turning directions, the threaded connection sleeve 23 is connected with the stay bar external threads 25 of the upper stay bar 21 and the lower stay bar 22 in a matching manner through the internal threads at the upper end and the lower end, and the threaded connection sleeve 23 is rotated to adjust the distance between the upper stay bar 21 and the lower stay bar 22, so that a telescopic support structure is formed.
Further, the lower part of the upper supporting plate is fixedly connected with the top of the upper stay bar 21, and the upper part of the lower base 3 is fixedly connected with the bottom of the lower stay bar 22.
Furthermore, an upper reinforcing rib is arranged at the joint of the upper supporting plate and the upper support rod 21, and a lower reinforcing rib 4 is arranged at the joint of the lower base 3 and the lower support rod 22.
Furthermore, the same threaded connection sleeve 23 is provided with 4 external sleeves 24, the 4 external sleeves 24 on the same threaded connection sleeve 23 are at the same level and are vertically arranged, and the external sleeves 24 are used for conveniently connecting adjacent template support structures or other equipment components, so that a support net with a more stable structure is formed.
Further, the external sleeve 24 includes a connection screw 241 and a connection screw 242, one end of the connection screw 241 is fixedly connected to the threaded connection sleeve 23, the other end of the connection screw is provided with an external thread and is in threaded connection with the connection screw 242 through the external thread, and two internal threads with opposite rotation directions are arranged at two ends of the connection screw 242.
Furthermore, the top surface of the upper supporting plate 1 is provided with a groove, and an anti-skidding damping pad 11 is arranged in the groove.
The formwork support structure is convenient for adjusting the height of the support structure, and the distance between the upper support rod 21 and the lower support rod 22 can be adjusted by rotating the threaded connection sleeve 23 according to the height of a formwork to be supported on a construction site, so that the formwork to be supported is supported. When the area of the formwork structure at the same height is large, a plurality of formwork support structures are often required to be supported at the same time, isolated individuals are usually arranged among the plurality of formwork supports, and a high-stability supporting net is difficult to form. When adopting a plurality of template support structure to connect, only need to be relative with external sleeve pipe 24 forward on the adjacent template support structure threaded connection sleeve pipe 23, owing to support the template of same height, consequently, external sleeve pipe 24 on the adjacent template support structure threaded connection sleeve pipe 23 should be in same level, consequently, it is relative to make external sleeve pipe 24 easily through rotatory threaded connection sleeve pipe 23, then set up the connection that relative external sleeve pipe 24 can realize adjacent template support structure through corresponding both ends and connect the connecting rod of external screw thread, a plurality of template support structure are with the same connected mode network deployment, can form the more stable template support network of structure.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention, and not for limiting the protection scope of the present invention, although the present invention is described in detail with reference to the above preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention.

Claims (7)

1. The utility model provides a template support structure that construction used which characterized in that: including last fagging, lower base and the stand of connecting up fagging and lower base, the stand include vaulting pole and lower vaulting pole, go up through threaded connection bushing between vaulting pole and the lower vaulting pole, rotatory threaded connection sleeve pipe passes through threaded connection upper stay pole and lower vaulting pole and adjustable last vaulting pole and the distance between the lower vaulting pole, form telescopic supporting structure, threaded connection sleeve pipe be provided with mutually perpendicular's external sleeve pipe on same level.
2. The formwork support structure for construction according to claim 1, wherein: the lower extreme of last vaulting pole and the upper end of lower vaulting pole all be equipped with the vaulting pole external screw thread, threaded connection sleeve pipe's upper and lower both ends are equipped with two kinds of internal threads that revolve to opposite, threaded connection sleeve pipe is through the internal thread at upper and lower both ends and the vaulting pole external screw thread accordant connection of last vaulting pole and lower vaulting pole, rotatory threaded connection sleeve pipe is adjustable goes up the vaulting pole and down the distance between the vaulting pole, and then forms telescopic supporting structure.
3. The formwork support structure for construction according to claim 1, wherein: the lower part of the upper supporting plate is fixedly connected with the top of the upper supporting rod, and the upper part of the lower base is fixedly connected with the bottom of the lower supporting rod.
4. A formwork support structure for construction according to claim 1 or 3, wherein: the joint of the upper supporting plate and the upper supporting rod is provided with an upper reinforcing rib, and the joint of the lower base and the lower supporting rod is provided with a lower reinforcing rib.
5. The formwork support structure for construction according to claim 1, wherein: and 4 external sleeves are arranged on the same threaded connecting sleeve, and the 4 external sleeves on the same threaded connecting sleeve are positioned at the same horizontal height and are vertically arranged.
6. A formwork support structure for construction according to claim 1 or 5, wherein: the external sleeve comprises a connecting screw rod and a connecting screw cylinder, one end of the connecting screw rod is fixedly connected with the threaded connecting sleeve, the other end of the connecting screw rod is provided with external threads and is in threaded connection with the connecting screw cylinder through the external threads, and two internal threads in opposite rotation directions are arranged at two ends of the connecting screw cylinder.
7. The formwork support structure for construction according to claim 1, wherein: the top surface of the upper supporting plate is provided with a groove, and an anti-skidding damping pad is arranged in the groove.
CN202022514997.6U 2020-11-03 2020-11-03 Template support structure for building construction Expired - Fee Related CN215520129U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022514997.6U CN215520129U (en) 2020-11-03 2020-11-03 Template support structure for building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022514997.6U CN215520129U (en) 2020-11-03 2020-11-03 Template support structure for building construction

Publications (1)

Publication Number Publication Date
CN215520129U true CN215520129U (en) 2022-01-14

Family

ID=79785438

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022514997.6U Expired - Fee Related CN215520129U (en) 2020-11-03 2020-11-03 Template support structure for building construction

Country Status (1)

Country Link
CN (1) CN215520129U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115929024A (en) * 2022-12-22 2023-04-07 合肥建设装饰(集团)有限责任公司 Building template structure for construction
CN116181054A (en) * 2023-04-28 2023-05-30 唐山永盛五金有限责任公司 Building template support body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115929024A (en) * 2022-12-22 2023-04-07 合肥建设装饰(集团)有限责任公司 Building template structure for construction
CN116181054A (en) * 2023-04-28 2023-05-30 唐山永盛五金有限责任公司 Building template support body

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20220228

Address after: No. 32, Shuofang Tongxiang Road, New District, Wuxi, Jiangsu 214000

Patentee after: Wuxi Shuofang construction and Installation Engineering Co.,Ltd.

Address before: 108-1 Juqu Road, Xinwu District, Wuxi City, Jiangsu Province

Patentee before: Wuxi jiafeiyi Internet of things industry Co.,Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220114

CF01 Termination of patent right due to non-payment of annual fee