CN216476339U - Auxiliary platform for supporting high-altitude concrete girder template - Google Patents
Auxiliary platform for supporting high-altitude concrete girder template Download PDFInfo
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- CN216476339U CN216476339U CN202122578562.2U CN202122578562U CN216476339U CN 216476339 U CN216476339 U CN 216476339U CN 202122578562 U CN202122578562 U CN 202122578562U CN 216476339 U CN216476339 U CN 216476339U
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- shaped steel
- shear wall
- auxiliary platform
- inclined strut
- steel beam
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Abstract
An auxiliary platform is established in high altitude concrete girder template support includes: the shear wall is used for arranging the inclined strut and the auxiliary platform; the H-shaped steel beam is used for arranging a full framing scaffold; the H-shaped steel beam is inserted into the shear wall; the inclined strut is used for supporting the H-shaped steel beam; the first end of the inclined strut is inserted into the shear wall, and the second end of the inclined strut supports the bottom end of the H-shaped steel beam. The auxiliary platform for supporting the high-altitude concrete girder template provided by the utility model ensures the safety of construction operation; the H-shaped steel beam has high support rigidity, and the concrete forming effect is good; an operation platform is provided for ensuring decoration and finishing operations such as later-stage upper masonry, plastering and the like.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to an auxiliary platform for supporting a high-altitude concrete girder template.
Background
With the rapid development of the building construction industry, in order to meet the requirements of functions, decoration effects and the like, various types of roofs of residential buildings are formed, wherein high-altitude large-span reinforced concrete beams and roof boards are frequently used, high-altitude large-span support in construction has great potential safety hazards, and the conventional construction mainly adopts a floor support frame form or a cantilever beam form, so that the residential buildings have the characteristics of high cost and difficult construction.
SUMMERY OF THE UTILITY MODEL
In order to solve the above problems, the present invention provides an auxiliary platform for supporting a high-altitude concrete girder template, comprising:
the shear wall is used for arranging the inclined strut and the auxiliary platform;
the H-shaped steel beam is used for arranging a full framing scaffold; the H-shaped steel beam is inserted into the shear wall;
the inclined strut is used for supporting the H-shaped steel beam; the first end of the inclined strut is inserted into the shear wall, and the second end of the inclined strut supports the bottom end of the H-shaped steel beam.
Preferably, the H-shaped steel beam is provided with I-shaped steel in an arrangement mode.
Preferably, a clamp is arranged on the shear wall, and the first end of the inclined strut is connected with the clamp.
Preferably, the jig comprises: the high-strength bolt penetrates through the inner wall and the outer wall of the shear wall and is connected with the two clamping plates, and the inclined strut is connected with the clamping plates on the inner wall of the shear wall.
Preferably, the jig further comprises: the ear plates are arranged on the clamping plates on the inner wall of the shear wall and are tightly abutted to the inclined struts.
The overhead concrete girder formwork erecting auxiliary platform provided by the utility model has the following beneficial effects:
the auxiliary platform for supporting the high-altitude concrete girder template provided by the utility model ensures the safety of construction operation; the H-shaped steel beam has high support rigidity, and the concrete forming effect is good; an operation platform is provided for ensuring decoration and finishing operations such as later-stage upper masonry, plastering and the like.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of an auxiliary supporting platform for a high-altitude concrete girder template provided by the utility model;
FIG. 2 is a schematic plan view of an auxiliary supporting platform for a high-altitude concrete girder formwork provided by the utility model;
FIG. 3 is a schematic cross-sectional view of an auxiliary platform for supporting a high-altitude concrete girder template provided by the utility model;
FIG. 4 is a schematic node diagram of an auxiliary platform for supporting a high-altitude concrete girder template provided by the utility model;
FIG. 5 is a schematic node diagram of an auxiliary platform for supporting a high-altitude concrete girder template provided by the utility model.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
Referring to fig. 1 to 5, in an embodiment of the present application, the present invention provides an overhead concrete girder formwork erection auxiliary platform, including:
the shear wall 2 is used for arranging the inclined strut 4 and the auxiliary platform;
the H-shaped steel beam 1 is used for arranging a full hall scaffold 6; the H-shaped steel beam 1 is inserted on the shear wall 2;
the inclined strut 4 is used for supporting the H-shaped steel beam 1; the first end of the inclined strut 4 is inserted into the shear wall 2, and the second end supports the bottom end of the H-shaped steel beam 1.
In this application embodiment, H shaped steel roof beam 1 supports firmly through bracing 4 and sets up on shear force wall 2, and full hall scaffold frame 6 can be built on H shaped steel roof beam 1 firmly, can build concrete member 7 on full hall scaffold frame 6.
In the embodiment of the application, the H-shaped steel beam 1 is distributed with I-shaped steel 3.
In the embodiment of the present application, the i-beam 3 is used to reinforce the stability of the H-beam 1.
In the embodiment of the application, a clamp 5 is arranged on the shear wall 2, and a first end of the inclined strut 4 is connected with the clamp 5.
In the embodiment of the application, the clamp 5 is firmly arranged on the shear wall 2, and the first end of the inclined strut 4 is connected with the clamp 5.
In the embodiment of the present application, the jig 5 includes: the high-strength bolt 10 penetrates through the inner wall and the outer wall of the shear wall 2 and is connected with the two clamping plates 9, and the inclined strut 4 is connected with the clamping plates 9 on the inner wall of the shear wall 2.
In the present exemplary embodiment, two clamping plates 9 jointly clamp the shear wall 2, which are connected by high-strength bolts 10 penetrating the shear wall 2.
In the embodiment of the present application, the clamp 5 further includes: the ear plates 8 are arranged on the clamping plates 9 on the inner wall of the shear wall 2, and are tightly abutted to the inclined struts 4.
In the present embodiment, the ear plate 8 is used to support and tighten the brace 4, enhancing its stability on the splint 9.
The auxiliary platform for supporting the high-altitude concrete girder template provided by the utility model ensures the safety of construction operation; the H-shaped steel beam has high support rigidity, and the concrete forming effect is good; an operation platform is provided for ensuring decoration and finishing operations such as later-stage upper masonry, plastering and the like.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the utility model and are not to be construed as limiting the utility model. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (5)
1. The utility model provides an auxiliary platform is established in high altitude concrete girder template support which characterized in that includes:
the shear wall is used for arranging the inclined strut and the auxiliary platform;
the H-shaped steel beam is used for arranging a full framing scaffold; the H-shaped steel beam is inserted into the shear wall;
the inclined strut is used for supporting the H-shaped steel beam; the first end of the inclined strut is inserted into the shear wall, and the second end of the inclined strut supports the bottom end of the H-shaped steel beam.
2. The high altitude concrete girder template erection auxiliary platform of claim 1, wherein the H-shaped steel beams are distributed with i-shaped steel.
3. The high altitude concrete girder template supporting auxiliary platform as claimed in claim 1, wherein a clamp is arranged on the shear wall, and a first end of the inclined strut is connected with the clamp.
4. The aerial concrete girder template supporting auxiliary platform as claimed in claim 3, wherein the jig comprises: the high-strength bolt penetrates through the inner wall and the outer wall of the shear wall and is connected with the two clamping plates, and the inclined strut is connected with the clamping plates on the inner wall of the shear wall.
5. The aerial concrete girder template supporting auxiliary platform as claimed in claim 4, wherein the jig further comprises: the ear plates are arranged on the clamping plates on the inner wall of the shear wall and are tightly abutted to the inclined struts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122578562.2U CN216476339U (en) | 2021-10-26 | 2021-10-26 | Auxiliary platform for supporting high-altitude concrete girder template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122578562.2U CN216476339U (en) | 2021-10-26 | 2021-10-26 | Auxiliary platform for supporting high-altitude concrete girder template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216476339U true CN216476339U (en) | 2022-05-10 |
Family
ID=81443166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122578562.2U Active CN216476339U (en) | 2021-10-26 | 2021-10-26 | Auxiliary platform for supporting high-altitude concrete girder template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216476339U (en) |
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2021
- 2021-10-26 CN CN202122578562.2U patent/CN216476339U/en active Active
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