CN219794647U - Supporting and reinforcing construction integrated platform for independent column of medical project - Google Patents
Supporting and reinforcing construction integrated platform for independent column of medical project Download PDFInfo
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- CN219794647U CN219794647U CN202321268790.2U CN202321268790U CN219794647U CN 219794647 U CN219794647 U CN 219794647U CN 202321268790 U CN202321268790 U CN 202321268790U CN 219794647 U CN219794647 U CN 219794647U
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 title description 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 239000002023 wood Substances 0.000 claims abstract description 34
- 230000002093 peripheral effect Effects 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims description 6
- 230000010354 integration Effects 0.000 claims description 2
- 210000001503 joint Anatomy 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model relates to a support and reinforcement construction integrated platform for a stand column of a medical project, which comprises a plate buckle bracket, a support steel pipe and an independent support frame; the tie rods and the peripheral upright posts are connected with each other to form an operation platform, and a scaffold board is arranged on the upper surface between the tie rods; the independent support frame comprises a wood template, a wood square edge and a steel pipe with a stand column; the wood template is erected into a frame, and wood purlin secondary edges are arranged on the outer side of the wood template; fixing the wood purlin edge by using a steel pipe with a separate column and a split bolt; the outer side of the independent support frame is provided with a disc buckle support; scaffold disc buckles are arranged at four corners of the disc buckle support; four support steel pipes slope sets up, and the lower extreme of every support steel pipe is fixed with the pre-buried short bar that sets up in concrete layer, and the middle part is detained leg joint through connecting fastener and dish, and the upper end is through connecting fastener and operation platform lower surface fixed connection. The utility model has the advantages of simpler and more convenient erection and easy dismantling, and the height of the erected platform can be adjusted according to the actual operation requirement, so that the construction safety is improved.
Description
Technical Field
The utility model relates to the technical field of civil engineering, in particular to a support and reinforcement construction integrated platform for a stand column of a medical project.
Background
In civil construction, as the underground structure or the basement is mostly a frame structure, the formwork fixing and processing operation are required when the special column with larger part of height is constructed, and the operation mode that a single common steel pipe obliquely pushes back the column formwork on four sides is generally adopted in the field treatment mode of the domestic construction unit at present. In the construction of hospitals and shelter, the independent columns are higher, if a single supporting steel pipe is adopted, deformation constraint among the supporting steel pipes is weaker, quality hidden dangers such as deflection or deformation and the like are easy to occur due to larger local stress in the concrete pouring process, concrete vibration and steel bar binding operation are difficult, the problems of uncompacted vibration and larger verticality deviation are easy to occur, impact force is easy to occur in the concrete pouring vibration process, and the safety risk of instability and collapse of a wood template is caused.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model aims to provide the integrated platform for supporting, reinforcing and constructing the independent column of the medical project, which has high construction efficiency, good quality and high safety.
The utility model is realized by adopting the following technical scheme:
the utility model provides a support reinforcement construction integration platform of medical treatment project independent column, includes tie rod, scaffold board, peripheral pole setting, dish knot support, support steel pipe and independent support frame; the drawknot rods and the peripheral upright rods are connected with each other to form an operation platform, and a scaffold board is arranged on the upper surface between the horizontal drawknot rods at the lowest layer to form a working surface; the independent support frame comprises a wood template, a wood purlin edge and a steel pipe of the independent column; the wood template is erected into a frame, and wood purlin secondary edges are arranged on the outer side of the wood template; fixing the wood purlin edge by using a steel pipe with a separate column and a split bolt; a disc buckle bracket is arranged on the outer side of the independent support frame; scaffold disc buckles are arranged at four corners of the disc buckle support; the operation platform is fixed with the disc buckle bracket through a scaffold disc buckle; four supporting steel pipes are obliquely arranged, the lower end of each supporting steel pipe is fixed with embedded short steel bars arranged in a concrete layer, the middle part of each supporting steel pipe is connected with a plate buckle bracket through a connecting fastener, and the upper end of each supporting steel pipe is fixedly connected with the lower surface of an operating platform through a connecting fastener.
Further, the dish buckle support comprises a dish buckle support longitudinal rod and a dish buckle support transverse rod; the vertical rod of the tray buckle support is sleeved with the vertical rod of the tray buckle support according to the required height of the platform; the transverse rod of the disc buckle support is horizontally fixed on the longitudinal rod of the disc buckle support.
Further, the outer side of the disc buckle bracket is connected with an inclined strut steel pipe; the upper end of the diagonal bracing steel pipe is fixed with the bottom surface of the tie rod below the scaffold board.
Further, a disc buckle bracket inclined rod is arranged at the inner side of the disc buckle bracket longitudinal rod of the disc buckle bracket; the upper end of the tray buckle bracket diagonal rod is fixed with the outer side surface of the wood purlin edge.
Further, a reinforcing steel pipe is connected to the plate buckle support longitudinal rod of the plate buckle support through a steel pipe fastener.
In summary, the utility model has the following beneficial effects:
1. the utility model is a specially designed scheme aiming at the technical problems in medical projects, and the construction platform is simpler and more convenient to set up and is easy to dismantle.
2. The height of the built platform can be adjusted according to actual operation requirements, so that the platform is suitable for operation requirements of different heights, and convenience in construction is improved.
3. The integral structure is stable, and the perpendicularity of the wood formwork is effectively controlled through the independent support frame, so that deformation is prevented, and the safety risk of instability and collapse of the wood formwork due to impact force is avoided in the concrete pouring process.
4. The short steel bars and the steel pipe materials can be obtained locally, and the components such as the plate buckle bracket, the scaffold plate buckle, the tie rod, the peripheral upright rod and the like can be recycled for a plurality of times, so that the construction cost is reduced.
Drawings
FIG. 1 is a schematic view of the overall structure of the assembled utility model.
FIG. 2 is a schematic diagram of the structure after B-B cross section.
FIG. 3 is a schematic view of the structure after A-A is sectioned.
Fig. 4 is a schematic structural view of the present utility model after the elevation of the construction platform is raised.
Fig. 5 is an enlarged schematic view of the structure at H of fig. 2.
Wherein: a drawknot rod 1; a scaffold board 2; a peripheral upright 3; a diagonal bracing steel pipe 4; a disc buckle bracket 5; a connecting fastener 6; supporting the steel pipe 7; the disc buckle bracket diagonal rod 8; reinforcing the steel pipe 9; a wood form 10; wood beam edge 11; a steel pipe fastener 12; a steel pipe 13 of a stand column; scaffold buttons 14; a split bolt 15; pre-burying short steel bars 16; a buckle support longitudinal bar 51; the tray buckles support rails 52.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
As shown in fig. 1 to 5, the integrated supporting and reinforcing construction platform for the independent column of the medical project comprises a drawknot rod 1, a scaffold board 2, a peripheral upright rod 3, a disc buckle bracket 5, a supporting steel pipe 7 and an independent supporting frame; the drawknot rods 1 and the peripheral upright rods 3 are connected with each other to form an operation platform, and a scaffold board 2 is arranged on the upper surface between the lowest horizontal drawknot rods 1 to form a working surface and is mainly used for safety protection of the operation platform; the independent support frame comprises a wood template 10, a wood purlin edge 11 and a stand column steel pipe 13; the wood template 10 is erected into a frame, and wood purlin secondary edges 11 are arranged on the outer side of the wood template 10; fixing the wood purlin edge 11 through a separate column steel pipe 13 and a split bolt 15; the outer side of the independent support frame is provided with a disc buckle support 5; scaffold disc buckles 14 are arranged at four corners of the disc buckle support 5; the operation platform is fixed with the disc buckle bracket 5 through a scaffold disc buckle 14; four support steel pipes 7 slope sets up, and the lower extreme of every support steel pipe 7 is fixed with the pre-buried short bar 16 that sets up in concrete layer, and pre-buried short bar 16 mainly used retrains steel pipe lower part displacement, and concrete layer mainly used guarantees that the support body sets up the face and levels firmly, and the middle part is connected with a set knot support 5 through connecting fastener 6, and the upper end is fixed with operation platform lower surface through connecting fastener 6. This construction platform sets up more portably, easily demolishs, overall structure is stable, it is higher to the independent column that meets in the medical treatment project, if adopt single support steel pipe, then the deformation constraint is weaker between the support steel pipe, there is the problem of potential safety hazard, through setting up independent support frame 5, the straightness that hangs down of effective control plank sheathing 10, prevent to warp, in the concreting process, avoid the impact force to lead to the security risk that plank sheathing 10 unstability collapsed, and the short reinforcing bar and the steel pipe material that use can be taken locally, and the dish detains support 5, scaffold board 2, scaffold frame dish detains 14, drawknot pole 1 and peripheral pole 3 etc. parts can have enough to meet the need the use many times, construction cost has been reduced.
As a preferred embodiment, as shown in fig. 2, 3 and 5, the buckle bracket 5 includes a buckle bracket longitudinal bar 51 and a buckle bracket cross bar 52; the vertical rod 51 of the tray buckle bracket reaches the required height in a sleeving manner through the vertical rod 51 of the tray buckle bracket according to the required height of the platform; the buckle support cross bar 52 is horizontally fixed to the buckle support longitudinal bar 51. The height of the built platform can be adjusted according to actual operation requirements, so that the platform is suitable for operation requirements of different heights, and convenience in construction is improved.
As a preferred embodiment, as shown in fig. 1 and 2, the outer side of the disc buckle bracket 5 is connected with a diagonal bracing steel pipe 4; the upper end of the diagonal bracing steel pipe 4 is fixed with the bottom surface of the tie rod 1 below the scaffold board 2, so that the stability of the structure is improved, and the construction safety is ensured.
As a preferred embodiment, a disc buckle bracket inclined rod 8 is arranged on the inner side of the disc buckle bracket longitudinal rod 51 of the disc buckle bracket 5; the upper end of the tray buckle bracket diagonal rod 8 is fixed with the outer side surface of the wood square edge 11. As shown in fig. 3, the vertical rod 51 of the dish buckle bracket 5 is connected with a reinforced steel pipe 9 through a steel pipe fastener 12, so that the stability of the structure is improved, and the construction safety is ensured.
When the concrete use is carried out, as shown in fig. 4, the required height can be achieved through the sleeving mode of the vertical rods 51 of the plate buckle bracket according to the construction height, then the operation platform is fixed on the plate buckle bracket 5, then the inclined strut steel pipe 4 is installed, stability is kept, the perpendicularity of the wood formwork 10 is effectively controlled through the independent support frame 5, deformation is prevented, the safety risk of instability collapse of the wood formwork 10 caused by impact force is avoided in the concrete pouring process, the construction safety is improved, and a lot of materials can be obtained and recycled locally, so that the construction cost is reduced.
While specific embodiments of the utility model have been described and illustrated in detail above, it should be noted that: various equivalent changes and modifications can be made to the above-described embodiments according to the inventive concept, and the functional effects thereof are not beyond the spirit covered by the specification, and all fall within the scope of the utility model.
Claims (5)
1. The utility model provides a support reinforcement construction integration platform of medical treatment project independent column, includes tie rod, scaffold board, peripheral pole setting, dish knot support, support steel pipe and independent support frame; the method is characterized in that: the drawknot rods and the peripheral upright rods are connected with each other to form an operation platform, and a scaffold board is arranged on the upper surface between the horizontal drawknot rods at the lowest layer to form a working surface; the independent support frame comprises a wood template, a wood purlin edge and a steel pipe of the independent column; the wood template is erected into a frame, and wood purlin secondary edges are arranged on the outer side of the wood template; fixing the wood purlin edge by using a steel pipe with a separate column and a split bolt; a disc buckle bracket is arranged on the outer side of the independent support frame; scaffold disc buckles are arranged at four corners of the disc buckle support; the operation platform is fixed with the disc buckle bracket through a scaffold disc buckle; four supporting steel pipes are obliquely arranged, the lower end of each supporting steel pipe is fixed with embedded short steel bars arranged in a concrete layer, the middle part of each supporting steel pipe is connected with a plate buckle bracket through a connecting fastener, and the upper end of each supporting steel pipe is fixedly connected with the lower surface of an operating platform through a connecting fastener.
2. The integrated support and reinforcement construction platform for a stand alone column of a medical project according to claim 1, wherein: the disc buckle support comprises a disc buckle support longitudinal rod and a disc buckle support transverse rod; the vertical rod of the tray buckle support is sleeved with the vertical rod of the tray buckle support according to the required height of the platform; the transverse rod of the disc buckle support is horizontally fixed on the longitudinal rod of the disc buckle support.
3. The integrated support and reinforcement construction platform for a stand alone column of a medical project according to claim 1, wherein: the outer side of the disc buckle bracket is connected with an inclined strut steel pipe; the upper end of the diagonal bracing steel pipe is fixed with the bottom surface of the tie rod below the scaffold board.
4. The integrated support and reinforcement construction platform for a stand alone column of a medical project according to claim 2, wherein: a disc buckle bracket inclined rod is arranged at the inner side of the disc buckle bracket longitudinal rod of the disc buckle bracket; the upper end of the tray buckle bracket diagonal rod is fixed with the outer side surface of the wood purlin edge.
5. The integrated support and reinforcement construction platform for a stand alone column of a medical project according to claim 2, wherein: the vertical rod of the disc buckle support is connected with a reinforced steel tube through a steel tube fastener.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321268790.2U CN219794647U (en) | 2023-05-24 | 2023-05-24 | Supporting and reinforcing construction integrated platform for independent column of medical project |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321268790.2U CN219794647U (en) | 2023-05-24 | 2023-05-24 | Supporting and reinforcing construction integrated platform for independent column of medical project |
Publications (1)
Publication Number | Publication Date |
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CN219794647U true CN219794647U (en) | 2023-10-03 |
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Family Applications (1)
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CN202321268790.2U Active CN219794647U (en) | 2023-05-24 | 2023-05-24 | Supporting and reinforcing construction integrated platform for independent column of medical project |
Country Status (1)
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CN (1) | CN219794647U (en) |
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2023
- 2023-05-24 CN CN202321268790.2U patent/CN219794647U/en active Active
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