CN216380315U - Platform canopy construction supporting structure - Google Patents
Platform canopy construction supporting structure Download PDFInfo
- Publication number
- CN216380315U CN216380315U CN202122925398.8U CN202122925398U CN216380315U CN 216380315 U CN216380315 U CN 216380315U CN 202122925398 U CN202122925398 U CN 202122925398U CN 216380315 U CN216380315 U CN 216380315U
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- Prior art keywords
- support
- template
- canopy
- supporting
- edge
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
Abstract
The utility model relates to the technical field of station platform construction structures, in particular to a platform canopy construction support structure, which comprises a bottom support, wherein a canopy bottom template structure is arranged above the bottom support, and a bottom back ridge support assembly for supporting a canopy template structure is arranged on the bottom support; the two sides of the bottom bracket are provided with edge beam support frames, and the edge beam support frames are connected with the edge beam template structure through side back ridge support assemblies; the integral profile template of the rain shed is formed by the top template structure, the side beam template structure and the bottom template structure. The utility model optimizes and strengthens the support structure of the canopy construction, improves the support reliability of the support structure to the template, wherein the bottom support is used as the integral stress support, and the edge beam support frame is used as the edge beam template structure for supporting, thereby integrally improving the pouring construction of the canopy top plate and achieving the canopy structure with good integrity, high strength and strong reliability.
Description
Technical Field
The utility model relates to the technical field of station platform construction structures, in particular to a platform canopy construction support structure.
Background
In the process of carrying out the construction at the station, the canopy coverage area at station is big, and the bearing and the structural strength that need are big, can reach reliable and stable purpose in long-term use. The rainshed built by a steel frame structure and the like in some projects is high in building speed, small in overall strength and weak in stability, needs to be maintained for many times after being used for a long time, is easy to damage in the weather of wind, rain, snow and the like, and has great potential safety hazards.
Therefore, the construction of the canopy is carried out in a concrete pouring mode in more projects, so that the canopy structure with high integration, high strength and high reliability is achieved, and the safe reliability of long-term use is met. In the process of carrying out the canopy construction, need set up a large amount of supports and template structure, guarantee to strut the construction of just pouring smoothly after reliable and stable, whether the side has risks such as cave in, leak thick liquid, slope, lead to canopy wholeness and intensity poor, can't reach the design demand.
Therefore, the direct structure of the rain shed construction needs to be designed and optimized, and the construction guarantee is improved, so that the smooth degree of the rain shed construction and the reliability of the rain shed are improved.
SUMMERY OF THE UTILITY MODEL
In order to solve the defects of the prior art mentioned in the above, the utility model provides a platform canopy construction support structure, which can provide enough stable support and help a canopy structure with good integrity after pouring construction, thereby improving the reliability of the canopy.
In order to achieve the purpose, the utility model specifically adopts the technical scheme that:
a platform canopy construction support structure comprises a bottom support, wherein a canopy bottom template structure is arranged above the bottom support, and a bottom back ridge support assembly used for supporting a canopy template structure is arranged on the bottom support; the two sides of the bottom bracket are provided with edge beam support frames, and the edge beam support frames are connected with the edge beam template structure through side back ridge support assemblies; the integral profile template of the rain shed is formed by the top template structure, the side beam template structure and the bottom template structure.
According to the disclosed canopy construction support structure, the bottom support is used as a stress piece to stably support the whole construction structure, so that the erection of the bottom support needs to be supported under the covering surface of the whole canopy and is uniformly and stably arranged; when the integral pouring of the canopy is carried out, the bottom formwork or the side beam formwork is supported and fixed through the bottom back edge supporting assembly and the side back edge supporting assembly, and then a reliable formwork structure is provided for concrete pouring.
Further, in the present invention, the structure of the bottom bracket is not limited only, and can be constructed into various structures capable of performing stable support, and in particular, the optimization is performed here and one of the feasible options is taken: the bottom support include a plurality of pole settings and a plurality of horizontal pole, the pole setting links to each other with the horizontal pole is perpendicular and forms the support of canopy bottom template structure. When the scheme is adopted, the upright posts are distributed at a plurality of positions on the plane and are generally arranged in rows and columns; and the cross bars are horizontally connected and fixed.
Still further, the cross bar in the utility model can be used for tensioning and reinforcing the opposite bar, and can be specifically arranged in one of the following ways: the cross rods are arranged on a plurality of layers at intervals along the height direction of the vertical rods, the vertical rods and the cross rods are connected and fixed to form a plurality of square frames, and supporting inclined rods are arranged in the square frames. When adopting such scheme, support the down tube and divide into two triangle-shaped frames with square frame to improve the pole setting in the stability that the horizontal pole is connected, make the whole more reliable of bottom support.
Further, for the convenience of flexibly arranging the cross rods and the supporting inclined rods, the optimal arrangement is carried out and a feasible option is given: the upright stanchions are provided with a plurality of connection points for arranging cross rods or supporting inclined rods at intervals, and the connection points are provided with connecting pieces. When the scheme is adopted, pins, screws and the like can be preferentially adopted as connecting pieces, and connecting pieces with other various structures can also be adopted.
Further, in the utility model, the bottom back ridge supporting assembly comprises a bottom back ridge steel pipe, the bottom back ridge steel pipe is attached to the bottom template along the moving direction of the bottom template, and the bottom support is provided with a reinforcing diagonal support member for reinforcing the bottom back ridge steel pipe. When the scheme is adopted, the supporting effect of the bottom back-ridge steel pipe can be improved by reinforcing the inclined supporting piece.
Further, in the utility model, the bottom back-ridge steel pipe comprises a downward inclined arc section, one end of the reinforcing diagonal brace is connected to the bottom support, and the other end of the reinforcing diagonal brace is connected to the arc section. When the scheme is adopted, the part where the reinforcing inclined strut is connected with the bottom support can adopt a structure for adjusting connection, so that the connection length between the reinforcing inclined strut and the arc-shaped section can be conveniently adjusted.
Further, when setting up the boundary beam template structure through the boundary beam support frame, the boundary beam support frame structure is not the only restriction, optimizes the setting here and puts out one feasible selection as follows: the edge beam support frame comprises edge beam upright rods, and the edge beam upright rods are connected and fixed to the bottom support through edge beam cross rods and edge beam inclined rods; the additional horizontal pole is connected to the boundary beam pole setting, stupefied supporting component in lateral part back of the body connect on the additional horizontal pole. When adopting such scheme, the setting of boundary beam template structure is reliable and stable, can obtain good boundary beam structure when pouring.
Further, in the present invention, the side back edge support assembly is optimized and one of the following possible options is provided: the stupefied supporting component of lateral part back of the body include the stupefied steel pipe of a set of lateral part back of the body of relative setting, the stupefied steel pipe of lateral part back of the body is vertical to be set up and is used for connecting fixed boundary beam template structure.
Further, in order to improve the stability of the side back-corrugated steel pipe, the following feasible options are optimized and proposed: and a tensioning structure is arranged between the side back arris steel pipes.
Still further, the tensioning structure of the present invention is not limited solely, and is optimized and one of the possible options is: the tensioning structure comprises a plurality of tensioning screws which are arranged at intervals along the length direction of the side back-ridge steel pipe.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model optimizes and strengthens the support structure of the canopy construction, improves the support reliability of the support structure to the template, wherein the bottom support is used as the integral stress support, and the edge beam support frame is used as the edge beam template structure for supporting, thereby integrally improving the pouring construction of the canopy top plate and achieving the canopy structure with good integrity, high strength and strong reliability.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only show some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic diagram of a scaffold structure.
In the above drawings, the meaning of each symbol is: 1. erecting a rod; 2. a cross bar; 3. supporting the diagonal rods; 4. a boundary beam upright rod; 5. a side rail; 6. a side rail; 7. a lateral back edge support assembly; 8. a top form structure; 9. a bottom template structure; 10. a bottom back ridge support assembly; 11. reinforcing the diagonal bracing piece; 12. an edge beam diagonal; 13. a tensioning structure; 14. a cross bar is attached.
Detailed Description
The utility model is further explained below with reference to the drawings and the specific embodiments.
It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. Specific structural and functional details disclosed herein are merely illustrative of example embodiments of the utility model. This invention may, however, be embodied in many alternate forms and should not be construed as limited to the embodiments set forth herein.
Examples
To steel frame structure formula canopy structural integrity poor, structural strength is little, and long-term use reliability can not be guaranteed, and has the condition of potential safety hazard, the problem in order to solve prior art is optimized to this embodiment.
As shown in fig. 1, the embodiment discloses a support structure for platform canopy construction, which includes a bottom support, a bottom formwork structure 9 of a canopy is disposed above the bottom support, and a bottom back edge support assembly 10 for supporting the formwork structure of the canopy is disposed on the bottom support; the two sides of the bottom support are provided with edge beam support frames, and the edge beam support frames are connected with the edge beam template structure through side back ridge support assemblies 7; the integral profile template of the canopy is further composed of a top template structure 8, and the top template structure 8, the edge beam template structure and the bottom template structure 9.
According to the disclosed canopy construction support structure, the bottom support is used as a stress piece to stably support the whole construction structure, so that the erection of the bottom support needs to be supported under the covering surface of the whole canopy and is uniformly and stably arranged; when the integral pouring of the canopy is carried out, the bottom formwork or the side beam formwork is supported and fixed through the bottom back edge supporting assembly 10 and the side back edge supporting assembly 7, and then a reliable formwork structure is provided for concrete pouring.
In the present embodiment, the structure of the bottom bracket is not limited, and can be configured as various structures capable of performing stable support, and in particular, optimization is performed here and one of the feasible options is adopted: the bottom support include a plurality of pole settings 1 and a plurality of horizontal pole 2, pole setting 1 links to each other with horizontal pole 2 is perpendicular and forms the support of canopy bottom formwork structure 9. When the scheme is adopted, the upright posts 1 are distributed at a plurality of positions on the plane and are generally arranged in rows and columns; and the cross bar 2 is horizontally connected and fixed.
Preferably, a disc buckle frame structure is adopted in the embodiment.
The 2 poles of horizontal pole in this embodiment are taut to be strengthened to pole 1, specifically can adopt one kind of mode as follows to set up: the horizontal pole 2 set up a plurality of layers along the direction of height interval of pole setting 1, pole setting 1 forms a plurality of square frame after being connected fixedly with horizontal pole 2, is provided with support down tube 3 in the square frame. When adopting such scheme, support down tube 3 and fall into two triangle-shaped frames with square frame to improve the stability of pole setting 1 in horizontal pole 2 connection, make the whole more reliable of bottom support.
Preferably, after the upright rods 1 are fixedly connected with the cross rods 2, the formed square frame comprises a horizontal frame and a vertical frame, and the supporting inclined rods 3 are arranged in the horizontal frame and the vertical frame.
In order to facilitate the flexible arrangement of the cross bar 2 and the supporting diagonal 3, an optimal arrangement is made here and one possible option is adopted: the upright stanchion 1 is provided with a plurality of connecting point positions at intervals for arranging the cross rods 2 or supporting the inclined rods 3, and connecting pieces are arranged at the connecting point positions. When the scheme is adopted, pins, screws and the like can be preferentially adopted as connecting pieces, and connecting pieces with other various structures can also be adopted.
In this embodiment, the stupefied supporting component 10 of bottom back of the body include the stupefied steel pipe of bottom back of the body, the stupefied steel pipe of bottom back of the body is laminated with bottom template along the trend of bottom template, set up on the bottom support and consolidate diagonal brace piece 11 and consolidate the stupefied steel pipe of bottom back of the body. When the scheme is adopted, the supporting effect of the bottom back-ridge steel pipe can be improved by reinforcing the inclined supporting piece 11.
In this embodiment, the stupefied steel pipe of bottom back of the body include the segmental arc of downward sloping, reinforcement bracing one end be connected to the bottom support, the other end is connected to the segmental arc. When the scheme is adopted, the part where the reinforcing inclined strut is connected with the bottom support can adopt a structure for adjusting connection, so that the connection length between the reinforcing inclined strut and the arc-shaped section can be conveniently adjusted. For example, in some embodiments in the form of ligature clasps, or coil clasps, or the like.
When setting up the boundary beam template structure through the boundary beam support frame, the boundary beam support frame structure is not the only restriction, here optimizes the setting and adopts one of following feasible selection: the boundary beam support frame comprises a boundary beam upright stanchion 4, and the boundary beam upright stanchion 4 is fixedly connected to the bottom bracket through a boundary beam cross rod 5 and a boundary beam inclined rod 12; the edge beam upright stanchion 4 is connected with an additional cross bar 14, and the side back edge supporting component 7 is connected with the additional cross bar 14. When adopting such scheme, the setting of boundary beam template structure is reliable and stable, can obtain good boundary beam structure when pouring.
In this embodiment, the side back edge support member 7 is optimized and one of the following possible options is used: the stupefied supporting component 7 of lateral part back of the body include the stupefied steel pipe of a set of lateral part back of the body of relative setting, the stupefied steel pipe of lateral part back of the body is vertical to be set up and is used for connecting fixed boundary beam template structure.
In order to improve the stability of the side back-corrugated steel pipe, the following feasible options are optimized and adopted: and a tensioning structure 13 is arranged between the side back arris steel pipes.
The tightening mechanism 13 in this embodiment is not limited only, and is optimized and adopted as one of the possible options: the tensioning structure 13 comprises a plurality of tensioning screws which are arranged at intervals along the length direction of the side back-ridge steel pipe.
The above embodiments are just exemplified in the present embodiment, but the present embodiment is not limited to the above alternative embodiments, and those skilled in the art can obtain other various embodiments by arbitrarily combining with each other according to the above embodiments, and any other various embodiments can be obtained by anyone in light of the present embodiment. The above detailed description should not be construed as limiting the scope of the present embodiments, which should be defined in the claims, and the description should be used for interpreting the claims.
Claims (10)
1. The utility model provides a platform canopy construction supporting structure which characterized in that: the device comprises a bottom support, wherein a bottom formwork structure (9) of the canopy is arranged above the bottom support, and a bottom back ridge supporting assembly (10) for supporting the formwork structure of the canopy is arranged on the bottom support; the two sides of the bottom support are provided with edge beam support frames, and the edge beam support frames are connected with the edge beam template structure through side back ridge support assemblies (7); the rain shed is characterized by further comprising a top template structure (8), wherein the top template structure (8), the side beam template structure and the bottom template structure (9) form an integral outline template of the rain shed.
2. A platform canopy construction support structure according to claim 1, wherein: the bottom support include a plurality of pole settings (1) and a plurality of horizontal pole (2), pole setting (1) link to each other with horizontal pole (2) are perpendicular and form the support of canopy die block structure (9).
3. A platform canopy construction support structure according to claim 2, wherein: the horizontal pole (2) set up a plurality of layers along the direction of height interval of pole setting (1), pole setting (1) and horizontal pole (2) are connected to form a plurality of square frame after fixed, are provided with in the square frame and support down tube (3).
4. A platform canopy construction support structure according to claim 3, wherein: the vertical rod (1) is provided with a plurality of connection point positions at intervals, the connection point positions are used for arranging the cross rods (2) or supporting the inclined rods (3), and connecting pieces are arranged at the connection point positions.
5. A platform canopy construction support structure according to claim 1, wherein: the bottom back of the body stupefied supporting component (10) include the stupefied steel pipe of bottom back of the body, the stupefied steel pipe of bottom back of the body is laminated with bottom template along the trend of bottom template, set up on the bottom support and consolidate diagonal brace piece (11) and consolidate the stupefied steel pipe of bottom back of the body.
6. The platform canopy construction support structure of claim 5, wherein: the stupefied steel pipe of bottom back of the body include the segmental arc of downward sloping, reinforcement diagonal bracing piece (11) one end be connected to the bottom support, the other end is connected to the segmental arc.
7. A platform canopy construction support structure according to claim 1, wherein: the boundary beam support frame comprises a boundary beam upright stanchion (4), and the boundary beam upright stanchion (4) is fixedly connected to the bottom bracket through a boundary beam cross rod (5) and a boundary beam inclined rod (12); the edge beam upright stanchion (4) is connected with an additional cross rod (14), and the lateral back edge supporting component (7) is connected on the additional cross rod (14).
8. A platform canopy construction support structure according to claim 1 or 7, wherein: the side back edge supporting assembly (7) comprises a group of side back edge steel pipes which are oppositely arranged, and the side back edge steel pipes are vertically arranged and are used for connecting and fixing the side beam template structure.
9. A platform canopy construction support structure according to claim 8, wherein: and a tensioning structure (13) is arranged between the side back arris steel pipes.
10. A platform canopy construction support structure according to claim 9, wherein: the tensioning structure (13) comprises a plurality of tensioning screws which are arranged at intervals along the length direction of the side back-ridge steel pipe.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122925398.8U CN216380315U (en) | 2021-11-25 | 2021-11-25 | Platform canopy construction supporting structure |
| DE202022102656.4U DE202022102656U1 (en) | 2021-11-25 | 2022-05-13 | Support structure for constructing the platform canopy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122925398.8U CN216380315U (en) | 2021-11-25 | 2021-11-25 | Platform canopy construction supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216380315U true CN216380315U (en) | 2022-04-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122925398.8U Active CN216380315U (en) | 2021-11-25 | 2021-11-25 | Platform canopy construction supporting structure |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN216380315U (en) |
| DE (1) | DE202022102656U1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288434A (en) * | 2022-09-15 | 2022-11-04 | 中国二十二冶集团有限公司 | Double-beam structure formwork reinforcing system and construction method thereof |
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2021
- 2021-11-25 CN CN202122925398.8U patent/CN216380315U/en active Active
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2022
- 2022-05-13 DE DE202022102656.4U patent/DE202022102656U1/en active Active
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| DE202022102656U1 (en) | 2022-06-07 |
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