CN203347203U - Multi-functional super-thick bulked concrete steel tube support system - Google Patents
Multi-functional super-thick bulked concrete steel tube support system Download PDFInfo
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- CN203347203U CN203347203U CN 201320300768 CN201320300768U CN203347203U CN 203347203 U CN203347203 U CN 203347203U CN 201320300768 CN201320300768 CN 201320300768 CN 201320300768 U CN201320300768 U CN 201320300768U CN 203347203 U CN203347203 U CN 203347203U
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Abstract
The utility model relates to a multi-functional super-thick bulked concrete steel tube support system, which comprises a plurality of scaffold steel pipes, a plurality of fasteners, a plurality of cross bar base and a plurality of cross bridging, and is characterized in that the scaffold steel pipes are covered together through the fastener according to vertical and horizontal distances, the cross bridging are connected between the adjacent scaffold steel pipes, and the bottom portions of the scaffold steel pipes on the vertical direction are respectively fixed on bottom reinforcing steel bars of bulked concrete by being welded with the cross bar base. The multi-functional super-thick bulked concrete steel tube support system has the advantages that the multi-functional super-thick bulked concrete steel tube support system reduces inner hydration heat of the bulked concrete when being used as a heat transfer system aiming to construction of the bulked concrete, supplies skillful operation space for construction when being used as an operating platform, supplies reliable and continuous temperature measuring line layout paths for inner temperature measuring of the bulked concrete when being used as a support connecting system, and supplies shear effect for layered casting bulked concrete when being used as a shear system and the like.
Description
Technical field:
The utility model belongs to building engineering field, relates to a kind of support system of super mass concrete construction, is specifically related to a kind of multi-functional super mass concrete steel pipe support system.
Background technology:
Along with the quickening of Process of Urbanization Construction process, a large amount of highrise buildings are rised sheer from level ground, and building foundation is also more and more thicker highly higher the time.In order to meet the requirements such as mass concrete construction requirement, concrete construction safe mass, need to when super mass concrete construction, set up the support system that supports upper load.Adopt tradition channel-section steel construction commonly used, trivial operations, long construction period and cost are higher.
Adopt the construction technology of traditional channel steel support to lag behind modern construction engineering to the construction period, the requirement of cost efficiency.
Summary of the invention:
Problem and the shortcoming of the utility model in order to overcome above-mentioned existence, a kind of new multi-functional super mass concrete steel pipe support system is provided, the utility model is by the calculating to the requirement of support system upper load, determine that steel pipe arranges in length and breadth to spacing and step pitch, bridging setting space, then use fastener that scaffolding steel pipe is coupled together, the scaffolding steel pipe bottom is fixed by spider reinforcing bar base and the bottom reinforcement bars of welding longitudinally.Due to the use of scaffolding steel pipe, can meet the needs that upper load is supported, also can reach the reduction temperature difference between inside and outside concrete simultaneously; The shearing resistance effect is provided while for the construction of super mass concrete, providing operation readiness platform, concrete to build at twice, is provided reliable, lasting path for the thermometric wiring of inside concrete.
The utility model is achieved through the following technical solutions:
A kind of multi-functional super mass concrete steel pipe support system, comprise some scaffolding steel pipes, some fasteners, some cross reinforcing bar bases, some bridgings, it is characterized in that: some scaffolding steel pipes by some fasteners by snapping together to spacing in length and breadth, connect bridging between the scaffolding steel pipe of adjacent, the bottom of scaffolding steel pipe is fixed on the bottom reinforcement bars of concrete in mass by welding a cross reinforcing bar base respectively longitudinally.
Described scaffolding steel pipe is the design of coupler scaffold steel pipe.
Construction sequence of the present utility model is: according to the size requirement of upper load, calculate, it is suitable in length and breadth to spacing that the design of coupler scaffold steel pipe is selected, the spacing that step pitch and bridging arrange, then use fastener that the design of coupler scaffold steel pipe is connected and sets up together, the spider reinforcing bar base that vertically weld respectively the bottom of design of coupler scaffold steel pipe is fixed on the bottom reinforcement bars of concrete in mass, lay surfacing steel bar on uppermost horizontal design of coupler scaffold, the thermometric line is laid on the design of coupler scaffold steel pipe, concreting forms an integral body again.
With existing traditional type steel support system, compare, the utility model, due to the fastener type steel pipe scaffold that has adopted general general, easy operating, can meet easy construction, cost savings, can provide reliable assurance for construction safety and quality again.The utlity model has reasonable in design, the characteristics of easy construction, economy, diverse in function.Be particularly suitable for super raft foundation mass concrete construction.
The utlity model has for mass concrete construction and have as the heat transfer system and reduce the heat-transmission of concrete in mass internal water, provide dexterous operating space as operating platform for construction, provide reliable, lasting thermometric line deposition path as the support and connection system for concrete in mass inside thermometric, the concrete in mass that is placement layer by layer as the shearing resistance system provides the characteristics such as shearing resistance effect.
The accompanying drawing explanation:
Fig. 1 is the structure schematic diagram of cross reinforcing bar base knot of the present utility model.
Fig. 2 is the structural representation of removal cross reinforcing bar base of the present utility model.
Fig. 3 is construction schematic diagram of the present utility model.
In figure: the 1st, cross reinforcing bar base, the 2nd, scaffolding steel pipe, the 3rd longitudinally, horizontal scaffolding steel pipe, the 4th, bridging, the 5th, the bottom reinforcement bars of concrete in mass, the 6th, surfacing steel bar.
The specific embodiment:
Below in conjunction with accompanying drawing, the utility model is further illustrated.
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model comprises some design of coupler scaffold steel pipes (2,3), some fasteners, some cross reinforcing bar bases 1, some bridgings 4, it is characterized in that: some design of coupler scaffold steel pipes (2,3) by some fasteners by snapping together to spacing in length and breadth, connect bridging 4 between the design of coupler scaffold steel pipe of adjacent, the bottom of scaffolding steel pipe 2 is fixed on the bottom reinforcement bars 5 of concrete in mass by welding a cross reinforcing bar base 1 respectively longitudinally.
Construction sequence of the present utility model is: according to the size requirement of upper load, calculate, it is suitable in length and breadth to spacing that the design of coupler scaffold steel pipe is selected, the spacing that step pitch and bridging arrange, then use fastener that the design of coupler scaffold steel pipe is connected and sets up together, the spider reinforcing bar base 1 that vertically weld respectively the bottom of design of coupler scaffold steel pipe 2 is fixed on the bottom reinforcement bars 5 of concrete in mass, lay surfacing steel bar 6 on uppermost horizontal design of coupler scaffold 3, the thermometric line is laid on the design of coupler scaffold steel pipe, concreting forms an integral body again.
The utility model is by the calculating to the requirement of support system upper load, determine that steel pipe arranges in length and breadth to spacing and step pitch, bridging setting space, then use fastener that scaffolding steel pipe is coupled together, the scaffolding steel pipe bottom is fixed by spider reinforcing bar base and the bottom reinforcement bars of welding longitudinally.Due to the use of scaffolding steel pipe, can meet the needs that upper load is supported, also can reach the reduction temperature difference between inside and outside concrete simultaneously; The shearing resistance effect is provided while for the construction of super mass concrete, providing operation readiness platform, concrete to build at twice, is provided reliable, lasting path for the thermometric wiring of inside concrete.
Claims (2)
1. a multi-functional super mass concrete steel pipe support system, comprise some scaffolding steel pipes, some fasteners, some cross reinforcing bar bases, some bridgings, it is characterized in that: some scaffolding steel pipes by some fasteners by snapping together to spacing in length and breadth, connect bridging between the scaffolding steel pipe of adjacent, the bottom of scaffolding steel pipe is fixed on the bottom reinforcement bars of concrete in mass by welding a cross reinforcing bar base respectively longitudinally.
2. multi-functional super mass concrete steel pipe support system according to claim 1, it is characterized in that: described scaffolding steel pipe is the design of coupler scaffold steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320300768 CN203347203U (en) | 2013-05-29 | 2013-05-29 | Multi-functional super-thick bulked concrete steel tube support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320300768 CN203347203U (en) | 2013-05-29 | 2013-05-29 | Multi-functional super-thick bulked concrete steel tube support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203347203U true CN203347203U (en) | 2013-12-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320300768 Expired - Lifetime CN203347203U (en) | 2013-05-29 | 2013-05-29 | Multi-functional super-thick bulked concrete steel tube support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203347203U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024685A (en) * | 2018-09-20 | 2018-12-18 | 北京建工国际投资有限责任公司 | A kind of mass concrete invert reinforcing steel support system and its construction method |
| CN109695246A (en) * | 2018-11-23 | 2019-04-30 | 中国五冶集团有限公司 | A kind of mass concrete construction heat dissipating method |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
| CN110820785A (en) * | 2019-11-14 | 2020-02-21 | 中国建筑第八工程局有限公司 | Shear assembly and construction method thereof |
-
2013
- 2013-05-29 CN CN 201320300768 patent/CN203347203U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024685A (en) * | 2018-09-20 | 2018-12-18 | 北京建工国际投资有限责任公司 | A kind of mass concrete invert reinforcing steel support system and its construction method |
| CN109024685B (en) * | 2018-09-20 | 2023-09-15 | 北京建工国际投资有限责任公司 | Large-volume concrete bottom plate steel bar supporting system and construction method thereof |
| CN109695246A (en) * | 2018-11-23 | 2019-04-30 | 中国五冶集团有限公司 | A kind of mass concrete construction heat dissipating method |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
| CN110820785A (en) * | 2019-11-14 | 2020-02-21 | 中国建筑第八工程局有限公司 | Shear assembly and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131218 |
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| CX01 | Expiry of patent term |