CN205777489U - A kind of support system of high and big die plate - Google Patents
A kind of support system of high and big die plate Download PDFInfo
- Publication number
- CN205777489U CN205777489U CN201620696433.XU CN201620696433U CN205777489U CN 205777489 U CN205777489 U CN 205777489U CN 201620696433 U CN201620696433 U CN 201620696433U CN 205777489 U CN205777489 U CN 205777489U
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- China
- Prior art keywords
- section steel
- truss
- steel
- annular channel
- support system
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 99
- 239000010959 steel Substances 0.000 claims abstract description 99
- 239000011150 reinforced concrete Substances 0.000 claims description 16
- 238000010276 construction Methods 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 6
- 210000002435 tendon Anatomy 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
This utility model provides a kind of light section steel structure support system for high and big die plate, the light section steel structure girder truss of this system includes: be sleeved on the annular channel-section steel in annular round steel bearing, and be arranged on annular channel-section steel in and with annular channel-section steel fix the bracing frame being connected, also include multiple that arrange radially and fix, with annular round steel bearing, annular channel-section steel and bracing frame, the main couple being connected respectively, and it being disposed on the jack truss between adjacent two main couple, the two ends of jack truss are fixed be connected with annular round steel bearings and annular channel-section steel respectively.The beneficial effects of the utility model are: solve the tradition difficult problem that full hall scaffold speed of application is slow, difficulty is big, security risk is high, improve speed of application and safety.This support system highly versatile, different spans can be by, after structural checking computation, being modified slightly reinforcement and can reuse, have enough to meet the need use；Achieve tool, reach the requirement of energy-conserving and environment-protective.
Description
Technical field
This utility model relates to the technical field that high and big die plate supports, and refers more particularly to the steel of a kind of silo structure building
The form bracing system of reinforced concrete top cover.
Background technology
In prior art, agent structure is the silo structure building of armored concrete, and its Cang Ding is conical shell structure, its
Work progress be first complete cylinder reinforced concrete construction after, then complete Cang Ding construction, mainly use when Cang Ding constructs and build
Traditional full hall steel pipe scaffold is in the way of providing operation platform and shuttering supporting, and which exists: full hall scaffold vertical rod
The construction measures such as spacing is intensive, bridging, drawknot require strictly, technical difficulty is big, so that steel pipe used, fastener material consumption pole
Greatly；The speed of application set up, removed is slow, the cycle is long, and manual operation intensity is big；The difficult problem that security risk is high.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, it is provided that a kind of for high and big die plate support
Light section steel structure support system.
This utility model is to be achieved through the following technical solutions:
This utility model provides a kind of light section steel structure support system for high and big die plate, and this support system includes:
Bear the lightweight steel construction girder truss of the horizontal direction of template and support thereof, and rely on the round steel on cylinder reinforced concrete structure
The light section steel structure truss leg of truss support and sub-truss, wherein, described light section steel structure girder truss includes: be arranged on cylinder
Annular round steel bearing on reinforced concrete structure, is fixed on the steel structure truss beam body system on described annular round steel bearing and props up
The steel structure truss post of support steel structure truss beam；Wherein, described steel structure truss beam support system includes: be sleeved on described annular
Annular channel-section steel in round steel bearing, also include multiple that arrange radially and will respectively with described annular round steel bearing, annular
Channel-section steel and support frame as described above are fixed the main truss of connection and are set a roof beam in place, and are disposed on the jack truss between adjacent two main couple
Beam, the two ends of described jack truss beam are fixed be connected with described annular round steel bearings and described annular channel-section steel respectively.
Preferably, the both sides of described cylinder reinforced concrete structure are respectively arranged with fixing drawknot steel pipe.
Preferably, described truss support use channel-section steel, and described channel-section steel be positioned at described cylinder reinforced concrete structure
Fixing drawknot steel pipe fixing connect.
Preferably, vertical supporting steel structure column (the available standard section of tower crane being arranged in described concrete foundation is also included
Replace), described vertical supporting steel structure column is fixing with described girder truss system to be connected.
The beneficial effects of the utility model are: use steel construction independence vertical supporting, truss gang form support system
Construction method, the steel tube fastener solving tradition full hall scaffold construction consumes big, sets up requirement height, and labor intensity is big, artificial
Cost is high, the difficult problem that speed is slow, cycle length, technical difficulty are big, security risk is high, improves speed of application and safety, and reaches
Use to repeating turnover.
Accompanying drawing explanation
Fig. 1 is the structural representation of the light section steel structure truss support system that this utility model embodiment provides；
Fig. 2 is the schematic diagram of the truss structure system that this utility model embodiment provides；
Fig. 3 is the truss structure connection diagram with cylinder reinforced concrete structure of this utility model embodiment offer.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.Should be appreciated that specific embodiment described herein is only in order to explain
This utility model, is not used to limit this utility model.
Referring to Fig. 1 and Fig. 2, Fig. 1 is the high-supported formwork light section steel structure truss support body that this utility model embodiment provides
The structural representation of system；Fig. 2 is the schematic diagram of the truss structure that this utility model embodiment provides.
This utility model embodiment provides a kind of light section steel structure high-supported formwork support system, and this support system includes: hold
By the lightweight steel construction girder truss of template and the horizontal direction of support thereof, and rely on the round steel purlin on cylinder reinforced concrete structure
The light section steel structure truss leg of frame bearing and sub-truss, wherein, described light section steel structure girder truss includes: be arranged on cylinder steel
Truss support 12 on tendon concrete structure 1, is fixed on the truss structure 2 on described truss support 12；Wherein, described truss knot
Structure 2 includes: the annular round steel bearing 21 being fixed on described truss support 12, is sleeved on the ring in described annular round steel bearing 21
Shape channel-section steel 23, and in being arranged on described annular channel-section steel 23 and with the described fixing bracing frame 22 being connected of annular channel-section steel 23, also wrap
Include multiple that arrange radially and will fix with described annular round steel bearing 21, annular channel-section steel 23 and support frame as described above 22 respectively
The main couple 24 connected, and it is disposed on the jack truss 25 between adjacent two main couple 24, described jack truss 25
Two ends are fixed be connected with described annular round steel bearings 21 and described annular channel-section steel 23 respectively.
Wherein, the both sides of described cylinder reinforced concrete structure 1 are respectively arranged with fixing drawknot steel pipe 11.And described truss
Bearing 12 uses channel-section steel, and described channel-section steel is fixed with the fixing drawknot steel pipe 11 being positioned at described cylinder reinforced concrete structure 1
Connect.
Additionally, this system also includes the vertical supporting post 3 being arranged in described concrete foundation, described vertical supporting post 3
Fix with described truss structure 2 and be connected.
In the above-described embodiments, use steel construction independence vertical supporting, the construction method of truss gang form support system,
Solve the tradition difficult problem that full hall scaffold speed of application is slow, difficulty is big, security risk is high, improve speed of application and safety
Property.
Understand the structure of the Factory Building that the present embodiment provides for convenience, carry out specifically below in conjunction with specific embodiment
Bright.
In the present embodiment, truss structure 2 uses the number of main couple 24 to be 30 Pin, and the number of jack truss 25 is 30 Pin,
Radial layout centered by vertical supporting joint 3.
Vertical supporting post 3 every 5m height is connected with cylinder reinforced concrete structure 1 φ 12 steel wire rope, and per pass arranges 4,
Corner one-tenth " ten " font is to drawing, to ensure that vertical supporting saves 3 stability.When specifically connecting, steel wire rope passes through steel plate ring and cylinder
Body reinforced concrete structure 1 connects, this steel plate ring thickness 10mm, bore dia 50mm, expansion bolt 4.
This vertical supporting post 3 basis is: bottom bearing uses reinforcing bar to coagulate earth foundation planar dimension 4000mm × 4000mm, high
Degree 1000mm, top mark high-0.850.Concrete foundation pre-buried M30 high-strength bolt 8, saves 3 bolts and is connected with vertical supporting.
As it is shown on figure 3, truss support 12 selects φ 48 round steel setting through walls, interior external φ 48 steel pipe to fix, with 2 channel-section steels
8 armfuls are welded into " mouth " shape (as shown in the figure), and inside bulkhead, hoop border is arranged, it is ensured that its globality.φ 48 round steel uses manually
Cradling mode, top is fixed on bulkhead reinforcing bar.Often overlapping two steel wire ropes of pendency respectively, one is elevator work steel
Cord, one is safety lock steel wire rope.The special galvanized steel wire rope of wire rope rope hanging basket, intensity is high, and corrosion-resistant property is good.Model
Being 4 × 25Fi+PP-Φ 8.3, rupture pull force is not less than 51.8kN.
In the above-described embodiments, use steel construction independence vertical supporting, the construction method of truss gang form support system,
Solve the tradition difficult problem that full hall scaffold speed of application is slow, difficulty is big, security risk is high, improve speed of application and safety
Property.
These are only preferred embodiment of the present utility model, not in order to limit this utility model, all in this practicality
Any amendment, equivalent and the improvement etc. made within novel spirit and principle, should be included in guarantor of the present utility model
Within the scope of protecting.
Claims (4)
1. the light section steel structure support system for high and big die plate, it is characterised in that including: bear template and support thereof
The lightweight steel construction girder truss of horizontal direction, and rely on the round steel truss support on cylinder reinforced concrete structure and sub-truss
Light section steel structure truss leg, wherein, described light section steel structure girder truss includes: be arranged on the ring of cylinder reinforced concrete structure
Shape round steel bearing, is fixed on the light section steel structure girder system on described annular round steel bearing；Wherein, described light section steel structure purlin
Frame system includes: be fixed on described annular round steel bearing, is sleeved on the annular channel-section steel in described annular round steel bearing, and
Fix, in being arranged on described annular channel-section steel and with described annular channel-section steel, the bracing frame being connected, also include multiple arranging radially
And will fix, with described annular round steel bearing, annular channel-section steel and support frame as described above, the main couple being connected respectively, and interval is arranged
Jack truss between two adjacent main couples, the two ends of described jack truss respectively with described annular round steel bearing and described ring
Shape channel-section steel is fixing to be connected.
Light section steel structure support system the most according to claim 1, it is characterised in that described cylinder reinforced concrete structure
Both sides be respectively arranged with fixing drawknot steel pipe.
Light section steel structure support system the most according to claim 2, it is characterised in that described truss support uses channel-section steel,
And described channel-section steel is fixing with the fixing drawknot steel pipe being positioned at described cylinder reinforced concrete structure is connected.
Light section steel structure support system the most according to claim 2, it is characterised in that also include being arranged on described cylinder steel
Vertical supporting joint in tendon concrete structure, described vertical supporting joint is fixing with described truss structure to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620696433.XU CN205777489U (en) | 2016-07-05 | 2016-07-05 | A kind of support system of high and big die plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620696433.XU CN205777489U (en) | 2016-07-05 | 2016-07-05 | A kind of support system of high and big die plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777489U true CN205777489U (en) | 2016-12-07 |
Family
ID=58126206
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620696433.XU Expired - Fee Related CN205777489U (en) | 2016-07-05 | 2016-07-05 | A kind of support system of high and big die plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777489U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590299A (en) * | 2018-05-16 | 2018-09-28 | 五冶集团上海有限公司 | Reinforced concrete silo centrum is without split bolt template system |
| CN110130634A (en) * | 2019-05-20 | 2019-08-16 | 中国机械工业机械工程有限公司 | Umbrella-shaped high-support formwork support device and its disassembly method |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
-
2016
- 2016-07-05 CN CN201620696433.XU patent/CN205777489U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590299A (en) * | 2018-05-16 | 2018-09-28 | 五冶集团上海有限公司 | Reinforced concrete silo centrum is without split bolt template system |
| CN110130634A (en) * | 2019-05-20 | 2019-08-16 | 中国机械工业机械工程有限公司 | Umbrella-shaped high-support formwork support device and its disassembly method |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
| CN112854817B (en) * | 2021-01-07 | 2022-10-11 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 |