CN220868582U - Umbrella-shaped composite supporting system with conical shell plate structure - Google Patents
Umbrella-shaped composite supporting system with conical shell plate structure Download PDFInfo
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- CN220868582U CN220868582U CN202322724637.2U CN202322724637U CN220868582U CN 220868582 U CN220868582 U CN 220868582U CN 202322724637 U CN202322724637 U CN 202322724637U CN 220868582 U CN220868582 U CN 220868582U
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- truss
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- shell plate
- umbrella
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- 239000002131 composite material Substances 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 abstract description 10
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 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 discloses an umbrella-shaped composite support system with a conical shell plate structure, which relates to the technical field of constructional engineering and comprises a center column truss, a support truss, an inner support frame and a template; wherein: the support truss is of an umbrella rib structure, the outer round end of the support truss is connected with a round structure wall, and the inner round end of the support truss is in support connection with the middle column truss; the center column truss is positioned at the center of the conical shell plate structure and used for supporting the support truss; the inner supporting frame is arranged on the upper side of the supporting truss; the template is laid on the upper side of the inner support frame, and a conical shell plate beam body concrete layer is poured on the upper side of the template. The steel truss integrally adopts overhanging design, so that the input cost of steel pipe materials is reduced; the construction mode of the integrally lifted and integrally lowered frame body is adopted, so that the working procedures of erecting and dismantling steel pipes are reduced, the construction period is greatly shortened, and the mechanization degree is high; has extremely high overall stability and construction safety.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an umbrella-shaped composite support system with a conical shell plate structure.
Background
When the existing conical shell plate structure supporting system is built, a large amount of steel pipe materials are needed, so that the building cost is high, and meanwhile, a large amount of time is needed for construction building and dismantling, so that the construction period is long, and the safety is poor.
Disclosure of utility model
The utility model aims to provide an umbrella-shaped composite support system with a conical shell plate structure, which solves the problems that the existing umbrella-shaped composite support system with the conical shell plate structure needs a large amount of steel pipe materials when being built, so that the construction cost is high and the construction period is long.
The utility model solves the technical problems through the following technical scheme that the utility model comprises a center column truss, a support truss, an inner support frame and a template; wherein:
The support truss is of an umbrella rib structure, the outer round end of the support truss is connected with a round structure wall, and the inner round end of the support truss is in support connection with the middle column truss;
the center column truss is positioned at the center of the conical shell plate structure and used for supporting the support truss;
the inner supporting frame is arranged on the upper side of the supporting truss;
the template is laid on the upper side of the inner support frame, and a conical shell plate beam body concrete layer is poured on the upper side of the template.
Preferably, the center pillar truss comprises a plurality of circular rings and a plurality of vertical rods, wherein the circular rings are vertically distributed, and the vertical rods are annularly distributed and fixed on the circular rings.
Preferably, the support truss comprises a plurality of support pieces which are annularly distributed on the outer side of the center pillar truss, and the support pieces comprise a first truss diagonal and a truss upper chord; wherein:
The outer ends of the truss upper chord member and the first truss diagonal member are connected with a circular structure wall body, the inner end of the truss upper chord member is connected with the upper end of the center pillar truss, and the first truss diagonal member is connected with the lower end of the center pillar truss.
Preferably, the support member further comprises a second truss diagonal member, wherein the inner end of the second truss diagonal member is connected with the lower end of the center pillar truss, and the outer end of the second truss diagonal member is connected with the middle position of the upper truss chord member.
Preferably, the inner supporting frame comprises a plurality of rows of vertical rods and a plurality of cross rods, the plurality of rows of vertical rods are annularly arranged at the upper end of the supporting truss, and the plurality of cross rods are respectively connected and fixed with the plurality of vertical rods.
Preferably, the support device further comprises a plurality of support seats, the plurality of support seats are annularly distributed on the inner side wall of the circular structure wall, and the outer ends of the support trusses are connected with the plurality of support seats.
Compared with the prior art, the utility model has the beneficial effects that: the steel truss is integrally designed in a cantilever manner, so that the input cost of steel pipe materials is reduced; the construction mode of the integrally lifted and integrally lowered frame body is adopted, so that the working procedures of erecting and dismantling steel pipes are reduced, the construction period is greatly shortened, and the mechanization degree is high; has extremely high overall stability and construction safety.
Drawings
FIG. 1 is a schematic diagram of a front view of the present utility model;
fig. 2 is a schematic top view of the present utility model.
The figures represent the numbers:
1-a conical shell plate beam body concrete layer; 2-a center pillar truss; 21-a vertical rod; 22-a circular ring; 3-supporting truss; 31-a first truss diagonal; 32-truss upper chords; 33-a second truss diagonal; 4-an inner support frame; 41-upright posts; 42-cross bar; 5-template; 6-a round structure wall; 7-drainage ditches; 8-a supporting seat.
Detailed Description
The above and further technical features and advantages of the present utility model are described in more detail below with reference to the accompanying drawings.
Example 1
The embodiment provides a technical scheme: 1-2, the umbrella-shaped composite support system with the conical shell plate structure comprises a center column truss 2, a support truss 3, an inner support frame 4 and a template 5; wherein:
The supporting truss 3 is of an umbrella rib-shaped structure, namely, the whole body is an inner round end with the middle part arched, the periphery of the supporting truss gradually inclines downwards to form an outer round end, the outer round end of the supporting truss is connected with the round structure wall 6, and the inner round end is in supporting connection with the middle column truss 2, so that the whole supporting structure is realized;
In this embodiment, the support truss 3 includes a plurality of support members annularly distributed on the outer side of the center pillar truss 2, and the support members include a first truss diagonal 31 and a truss top chord 32; wherein: the outer ends of the truss upper chord member 32 and the first truss diagonal member 31 are connected with the circular structure wall 6, the inner end of the truss upper chord member 32 is connected with the upper end of the center pillar truss 2, the first truss diagonal member 31 is connected with the lower end of the center pillar truss 2, and the center pillar truss 2, the first truss diagonal member 31 and the truss upper chord member 32 form a triangular structure.
In another embodiment, the support member further comprises a second truss diagonal member 33, wherein the inner end of the second truss diagonal member 33 is connected with the lower end of the center pillar truss 2, that is, fixedly connected with the first truss diagonal member 31, and the outer end of the second truss diagonal member 33 is connected with the middle position of the truss upper chord member 32, so that overall stability and bearing performance are further improved.
The center column truss 2 is positioned at the center of the conical shell plate structure and is used for supporting the support truss 3; the middle column truss 2 comprises a plurality of circular rings 22 and a plurality of vertical rods 21, wherein the circular rings 22 are vertically distributed, and the plurality of vertical rods 21 are annularly distributed and fixed on the plurality of circular rings 22 so as to ensure the stability and the bearing performance of the middle column truss.
The inner support frame 4 is arranged on the upper side of the support truss 3 and is used for supporting the template 5; the inner supporting frame 4 comprises a plurality of rows of vertical rods 41 and a plurality of cross rods 42, the plurality of rows of vertical rods 41 are annularly arranged at the upper end of the supporting truss 3, the templates 5 are supported by the plurality of rows of vertical rods 41, the plurality of cross rods 42 are respectively connected and fixed with the plurality of vertical rods 41, and the stability among the plurality of vertical rods 41 is ensured by the arrangement of the cross rods 42.
The template 5 is laid on the upper side of the inner support frame 4, a conical shell plate beam body concrete layer 1 is poured on the upper side of the inner support frame, namely, the upper side of the conical shell plate beam body concrete layer 1 is used as an upper load, a corresponding structure is built, and a drainage ditch 7 surrounding the conical shell plate beam body concrete layer 1 is arranged on the outer side of the conical shell plate beam body concrete layer 1.
Example two
The present embodiment is further optimized based on the first embodiment, and the same parts as the foregoing technical solutions will not be described herein, as shown in fig. 2, further in order to better implement the present utility model, the following setting manner is specifically adopted: in this embodiment, for the purpose of firmly connecting the support member with the circular structure wall 6, a plurality of support seats 8 are provided on the inner wall of the circular structure wall 6, the plurality of support seats 8 are distributed in a ring shape, and the outer ends of the first truss diagonal member 31 and the truss upper chord member 32 in the support truss 3 are connected with the support seats 8, so as to serve as a support for the outer end of the support truss 3.
The foregoing description of the preferred embodiment of the utility model is merely illustrative of the utility model and is not intended to be limiting. It will be appreciated by persons skilled in the art that many variations, modifications, and even equivalents may be made thereto without departing from the spirit and scope of the utility model as defined in the appended claims.
Claims (6)
1. The umbrella-shaped composite support system with the conical shell plate structure is characterized by comprising a center column truss, a support truss, an inner support frame and a template; wherein:
The support truss is of an umbrella rib structure, the outer round end of the support truss is connected with a round structure wall, and the inner round end of the support truss is in support connection with the middle column truss;
the center column truss is positioned at the center of the conical shell plate structure and used for supporting the support truss;
the inner supporting frame is arranged on the upper side of the supporting truss;
the template is laid on the upper side of the inner support frame, and a conical shell plate beam body concrete layer is poured on the upper side of the template.
2. The umbrella-shaped composite support system of a conical shell plate structure according to claim 1, wherein the center pillar truss comprises a plurality of circular rings and a plurality of vertical rods, the circular rings are vertically distributed, and the vertical rods are annularly distributed and fixed on the circular rings.
3. The conical shell plate structured umbrella composite support system of claim 1, wherein the support truss comprises a plurality of support members annularly distributed outside the center pillar truss, the support members comprising a first truss diagonal and a truss top chord; wherein:
The outer ends of the truss upper chord member and the first truss diagonal member are connected with a circular structure wall body, the inner end of the truss upper chord member is connected with the upper end of the center pillar truss, and the first truss diagonal member is connected with the lower end of the center pillar truss.
4. A conical shell structured umbrella composite support system as defined in claim 3, wherein the support further comprises a second truss diagonal, the inner end of the second truss diagonal being connected to the lower end of the center post truss, the outer end of the second truss diagonal being connected to the middle portion of the truss top chord.
5. The umbrella-shaped composite support system of a conical shell plate structure according to claim 1, wherein the inner support frame comprises a plurality of rows of vertical rods and a plurality of cross rods, the plurality of rows of vertical rods are annularly arranged at the upper end of the support truss, and the plurality of cross rods are respectively connected and fixed with the plurality of vertical rods.
6. The umbrella-shaped composite support system of a conical shell plate structure according to claim 1, further comprising a plurality of support seats, wherein a plurality of the support seats are annularly distributed on the inner side wall of the circular structure wall, and the outer ends of the support trusses are connected with the plurality of support seats.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322724637.2U CN220868582U (en) | 2023-10-11 | 2023-10-11 | Umbrella-shaped composite supporting system with conical shell plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322724637.2U CN220868582U (en) | 2023-10-11 | 2023-10-11 | Umbrella-shaped composite supporting system with conical shell plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220868582U true CN220868582U (en) | 2024-04-30 |
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ID=90807199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322724637.2U Active CN220868582U (en) | 2023-10-11 | 2023-10-11 | Umbrella-shaped composite supporting system with conical shell plate structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220868582U (en) |
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2023
- 2023-10-11 CN CN202322724637.2U patent/CN220868582U/en active Active
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