CN220434221U - High-rise T-shaped suspended beam formwork support system - Google Patents
High-rise T-shaped suspended beam formwork support system Download PDFInfo
- Publication number
- CN220434221U CN220434221U CN202321905994.2U CN202321905994U CN220434221U CN 220434221 U CN220434221 U CN 220434221U CN 202321905994 U CN202321905994 U CN 202321905994U CN 220434221 U CN220434221 U CN 220434221U
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- steel
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- suspended beam
- reinforced concrete
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- 238000009415 formwork Methods 0.000 title claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 17
- 239000002023 wood Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 8
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a high-rise T-shaped suspended beam template supporting system, which comprises a supporting frame, wherein a T-shaped suspended beam is lapped on the supporting frame through a beam template supporting mechanism; the support frame comprises a vertical I-steel, a horizontal I-steel II and a round steel pipe I, wherein the vertical I-steel, the horizontal I-steel I, the horizontal I-steel II and the round steel pipe I are arranged in a crossing mode, the horizontal I-steel I is horizontally arranged at the lower part of the vertical I-steel, the horizontal I-steel II is horizontally arranged at the upper part of the vertical I-steel, the round steel pipe I is horizontally arranged at the crossing position of the vertical I-steel, the horizontal I-steel I and the horizontal I-steel II, the lower end of the vertical I-steel is embedded in a reinforced concrete floor slab, and the two ends of the horizontal I-steel are embedded in the reinforced concrete floor slab. The utility model has simple structure and reasonable design, the support frame and the beam template supporting mechanism can ensure the stability, strength and rigidity of the support system of the lower die carrier of the suspended beam, and can also be ensured in the aspect of construction safety of worker operation.
Description
Technical Field
The utility model belongs to the field of buildings, and particularly relates to a high-rise T-shaped suspended beam formwork support system.
Background
In the construction process of the high-rise shear wall structure, a suspended beam is often arranged on the roof layer as a modeling beam, and when the suspended beam is constructed, the lower part is suspended, so that construction is more difficult in the processes of formwork support and concrete pouring. Therefore, a supporting platform of a formwork and an operating platform of a worker are required to be erected below the suspended beam to ensure the construction of the suspended beam and the operation safety of the worker. The construction of a stable and safe operation platform is a key point for the construction.
Disclosure of Invention
In view of the above, the utility model aims to provide a high-rise T-shaped suspended beam formwork support system which can ensure the stability, strength and rigidity of a suspended beam lower formwork support system and can ensure the construction safety aspect of worker operation.
In order to achieve the above purpose, the following technical scheme is adopted:
a high-rise T-shaped suspended beam template supporting system comprises a supporting frame with the end part embedded in a reinforced concrete floor slab, wherein the supporting frame is lapped with a T-shaped suspended beam through a beam template supporting mechanism;
the support frame comprises a vertical I-steel, a horizontal I-steel II and a round steel pipe I, wherein the vertical I-steel, the horizontal I-steel I, the horizontal I-steel II and the round steel pipe I are arranged in a crossing mode, the horizontal I-steel I is horizontally arranged at the lower part of the vertical I-steel, the horizontal I-steel II is horizontally arranged at the upper part of the vertical I-steel, the round steel pipe I is horizontally arranged at the crossing position of the vertical I-steel, the horizontal I-steel I and the horizontal I-steel II, the lower end of the vertical I-steel is embedded in a reinforced concrete floor slab, the two ends of the horizontal I-steel I are embedded in the reinforced concrete floor slab, and the two ends of the horizontal I-steel I penetrate through a shear wall and the reinforced concrete floor slab in sequence.
As a further improvement of the utility model, the beam template supporting mechanism comprises a wood template, split bolts, square timber and a round steel pipe II, wherein the wood template is clamped on two sides of a T-shaped suspended beam, the split bolts are penetrated between the wood templates, the square timber is uniformly propped on the outer wall of the wood template, the outer end of the square timber is propped on the round steel pipe II, the bottom of the T-shaped suspended beam is provided with a beam bottom template, and the beam bottom template is lapped on a supporting frame through the square timber.
As a further improvement of the utility model, one end and the other end of the vertical I-steel and the horizontal I-steel are connected with adjustable bolt pressing rings, and the adjustable bolt pressing rings are fixed in the reinforced concrete floor slab.
The beneficial effects of the utility model are as follows:
the utility model has simple structure and reasonable design, the support frame and the beam template supporting mechanism can ensure the stability, strength and rigidity of the support system of the lower die carrier of the suspended beam, and can also be ensured in the aspect of construction safety of worker operation.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is a schematic structural view of a beam form support mechanism according to the present utility model.
Detailed Description
It should be noted that, in the case of no conflict, the embodiments and features in the embodiments may be combined with each other. The utility model will be described in detail below with reference to the drawings in connection with embodiments.
In order to make the present application solution better understood by those skilled in the art, the following description will be made in detail and with reference to the accompanying drawings in the embodiments of the present application, it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments herein without making any inventive effort, shall fall within the scope of the present application.
Please refer to fig. 1-2:
a high-rise T-shaped suspended beam formwork support system comprises a support frame 1 with the end part embedded in a reinforced concrete floor slab, wherein a T-shaped suspended beam is lapped on the support frame 1 through a beam formwork support mechanism 2;
the support frame 1 comprises a vertical I-steel 11, a transverse I-steel 12, a transverse I-steel 13 and a round steel pipe 14, wherein the vertical I-steel 11, the transverse I-steel 12, the transverse I-steel 13 and the round steel pipe 14 are arranged in a crossing mode, the transverse I-steel 12 is horizontally arranged at the lower portion of the vertical I-steel 11, the transverse I-steel 13 is horizontally arranged at the upper portion of the vertical I-steel 11, the round steel pipe 14 is horizontally arranged at the crossing position of the vertical I-steel 11, the transverse I-steel 12 and the transverse I-steel 13, the lower end of the vertical I-steel 11 is embedded in a reinforced concrete floor slab, the two ends of the transverse I-steel 12 are embedded in the reinforced concrete floor slab, and the two ends of the transverse I-steel 13 are respectively and sequentially penetrated in the shear wall 3 and the reinforced concrete floor slab.
The beam template supporting mechanism 2 comprises a wood template 21, split bolts 22, square timber 23 and round steel pipes II 24, wherein the wood template 21 is clamped on two sides of a T-shaped suspended beam, the split bolts 22 are penetrated between the wood templates 21, the square timber 23 is uniformly jacked on the outer wall of the wood template 21, the outer ends of the square timber 23 are jacked on the round steel pipes II 24, a beam bottom template 25 is arranged at the bottom of the T-shaped suspended beam, the beam bottom template 25 is lapped on the supporting frame 1 through the square timber 23, adjustable bolt compression rings 15 are connected at two ends of the vertical I-steel 11 and the transverse I-steel I-12, and the beam bottom template is fixed in a reinforced concrete floor slab through the adjustable bolt compression rings 15.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (3)
1. A high-rise T-shaped suspended beam template supporting system is characterized by comprising a supporting frame with the end part embedded in a reinforced concrete floor slab, wherein the supporting frame is lapped with a T-shaped suspended beam through a beam template supporting mechanism;
the support frame comprises a vertical I-steel, a horizontal I-steel II and a round steel pipe I, wherein the vertical I-steel, the horizontal I-steel I, the horizontal I-steel II and the round steel pipe I are arranged in a crossing mode, the horizontal I-steel I is horizontally arranged at the lower part of the vertical I-steel, the horizontal I-steel II is horizontally arranged at the upper part of the vertical I-steel, the round steel pipe I is horizontally arranged at the crossing position of the vertical I-steel, the horizontal I-steel I and the horizontal I-steel II, the lower end of the vertical I-steel is embedded in a reinforced concrete floor slab, the two ends of the horizontal I-steel I are embedded in the reinforced concrete floor slab, and the two ends of the horizontal I-steel I penetrate through a shear wall and the reinforced concrete floor slab in sequence.
2. The high-rise T-shaped suspended beam formwork support system according to claim 1, wherein the beam formwork support mechanism comprises a wood formwork, split bolts, square timber and round steel pipes II, the wood formwork is clamped on two sides of the T-shaped suspended beam, the split bolts are penetrated between the wood formworks, square timber is uniformly jacked on the outer wall of the wood formwork, the outer ends of the square timber are jacked on the round steel pipes II, a beam bottom formwork is arranged at the bottom of the T-shaped suspended beam, and the beam bottom formwork is lapped on the support frame through the square timber.
3. The high-rise T-shaped suspended beam formwork support system according to claim 2, wherein one end of each of the vertical I-steel and the horizontal I-steel is connected with an adjustable bolt pressing ring, and the adjustable bolt pressing ring is fixed in the reinforced concrete floor slab.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321905994.2U CN220434221U (en) | 2023-07-19 | 2023-07-19 | High-rise T-shaped suspended beam formwork support system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321905994.2U CN220434221U (en) | 2023-07-19 | 2023-07-19 | High-rise T-shaped suspended beam formwork support system |
Publications (1)
Publication Number | Publication Date |
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CN220434221U true CN220434221U (en) | 2024-02-02 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202321905994.2U Active CN220434221U (en) | 2023-07-19 | 2023-07-19 | High-rise T-shaped suspended beam formwork support system |
Country Status (1)
Country | Link |
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CN (1) | CN220434221U (en) |
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2023
- 2023-07-19 CN CN202321905994.2U patent/CN220434221U/en active Active
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