CN205205668U - Combined support of cast in situ concrete continuous beam - Google Patents
Combined support of cast in situ concrete continuous beam Download PDFInfo
- Publication number
- CN205205668U CN205205668U CN201520832084.5U CN201520832084U CN205205668U CN 205205668 U CN205205668 U CN 205205668U CN 201520832084 U CN201520832084 U CN 201520832084U CN 205205668 U CN205205668 U CN 205205668U
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- CN
- China
- Prior art keywords
- pipe pile
- steel pipe
- scaffold
- cast
- continuous beam
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- Expired - Fee Related
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Abstract
The utility model discloses a combined support of cast in situ concrete continuous beam, the steel pipe pile cluster vertical including two edges and the opposition sets up, the steel pipe pile cluster includes that at least two are listed as the steel -pipe pile, and it has the crossbeam to lie in steel -pipe pile top supporting of the same profession, and crossbeam top supporting has the multiseriate longeron, and the longeron top is provided with the scaffold of assembling, and the scaffold top is provided with the top of adjustable height and holds in the palm. The utility model discloses combining steel -pipe pile and scaffold, maximizing favourable factors and minimizing unfavourable ones, its lower part adopts the steel -pipe pile to support, makes bearing capacity, the stability of support obtain the guarantee, and the scaffold is adopted on its upper portion, and simple and convenient flexibility is assembled to messenger's support, and the elevation is adjustable, and the uninstallation is convenient.
Description
Technical field
The utility model relates to cast-in-situ concrete Construction of continuous beam technical field, refers to a kind of cast-in-situ concrete continuous beam Combined support particularly.
Background technology
At present, domestic cast-in-situ concrete continuous beam support generally adopts scaffold or steel pipe pile support (joining Bailey bracket or army's beam) to construct separately, scaffold stand has light, advantage flexibly, but rigidity is less, be not suitable for soft foundation and the higher situation of support, and easily produce differential settlement.And steel pipe pile support has, and rigidity is large, bearing capacity is high, be applicable to compared with high trestle and the advantage being applicable to various ground, but adjusting pole elevation and Uninstaller more complicated.
Summary of the invention
The purpose of this utility model is exactly the deficiency that will solve above-mentioned background technology, provides a kind of cast-in-situ concrete continuous beam Combined support, steel pipe pile support and scaffold to be organically combined, gives full play to the advantage of dissimilar support, and avoids its shortcoming.
The technical solution of the utility model is: a kind of cast-in-situ concrete continuous beam Combined support, it is characterized in that: the steel pipe pile group comprising the longitudinally also opposition setting of two row, described steel pipe pile group comprises at least two row steel pipe piles, the described steel pipe pile top braces being positioned at colleague has crossbeam, described cross rail top is supported with multiple row longeron, described longeron top is provided with assembled scaffold, and described scaffold top is provided with the jacking of adjustment height.
Preferably, described steel pipe pile bottom sinks to ground.
Preferably, the often group steel pipe pile bottom being positioned at colleague is arranged on brace foundation, and described brace foundation is embedded in ground.
Further, connected by horizontal-associate between the often group steel pipe pile of colleague, every two of the steel pipe pile being positioned at same column is a pair, is connected between often pair of steel pipe pile by horizontal-associate, described horizontal-associate comprises two connecting rods be arranged in parallel, and is connected between described connecting rod by the bracing piece of oblique layout.
A kind of cast-in-situ concrete continuous beam Combined support of the present utility model, steel pipe pile and scaffold are combined, maximize favourable factors and minimize unfavourable ones, its underpart adopts steel pipe pile to support, make the bearing capacity of support, stability obtains guarantee, its top adopts scaffold, makes support assembled flexibly easy, elevation is adjustable, and unloads carried convenient.
Accompanying drawing explanation
Fig. 1 is that the longitudinal direction that steel pipe pile of the present utility model sinks in ground arranges schematic diagram;
Fig. 2 is the lateral arrangement schematic diagram that steel pipe pile of the present utility model sinks in ground;
Fig. 3 is that the longitudinal direction that steel pipe pile of the present utility model is arranged on brace foundation arranges schematic diagram;
Fig. 4 is the lateral arrangement schematic diagram that steel pipe pile of the present utility model is arranged on brace foundation;
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
With reference to accompanying drawing, a kind of cast-in-situ concrete continuous beam Combined support of the present embodiment, jointly be made up of steel pipe pile and scaffold, its concrete structure is: it comprises the steel pipe pile group of two row longitudinally also opposition setting, steel pipe pile group comprises three row steel pipe piles 1, and steel pipe pile 1 top braces being positioned at colleague has crossbeam 2, and crossbeam 2 top braces has multiple row longeron 3, longeron 3 top is provided with assembled scaffold 4, and scaffold 4 top is provided with the jacking 7 of adjustment height.
The present embodiment is combined at steel pipe pile and scaffold, maximizes favourable factors and minimizes unfavourable ones, and its underpart adopts steel pipe pile to support, make the bearing capacity of support, stability obtains guarantee, its top adopts scaffold, makes support assembled flexibly easy, elevation is adjustable, and unloads carried convenient.
In the present embodiment, connected by horizontal-associate 6 between the often group steel pipe pile 1 of colleague, and every two of the steel pipe pile 1 being positioned at same column is a pair, also connected by horizontal-associate 6 between often pair of steel pipe pile 1, and horizontal-associate 6 comprises two connecting rods be arranged in parallel, connected by the bracing piece of oblique layout between connecting rod, the setting of horizontal-associate 6 ensures integrally-built stability.
With reference to figure 1 and Fig. 2, steel pipe pile 1 bottom sinks to ground, adapts to carry out concrete continuous beam construction to make it on soft foundation.
With reference to figure 3 and Fig. 4, the often group steel pipe pile bottom being positioned at colleague is arranged on brace foundation 5, and brace foundation 5 is embedded in ground, and this form of construction work is more shallow because brace foundation 5 is embedded in the ground degree of depth, more easily carries out assembly and disassembly and turnover.
The present embodiment concrete continuous beam is π type continuous beam, therefore, can say that the cross section of scaffold 4 is arranged in convex shape, to match with π type continuous beam, more firm to the support of π type continuous beam.
The above is only preferred embodiment of the present utility model, not does any pro forma restriction to structure of the present utility model.Every above embodiment is done according to technical spirit of the present utility model any simple modification, equivalent variations and modification, all still belong in the scope of the technical solution of the utility model.
Claims (4)
1. a cast-in-situ concrete continuous beam Combined support, it is characterized in that: the steel pipe pile group comprising the longitudinally also opposition setting of two row, described steel pipe pile group comprises at least two row steel pipe piles (1), described steel pipe pile (1) top braces being positioned at colleague has crossbeam (2), described crossbeam (2) top braces has multiple row longeron (3), described longeron (3) top is provided with assembled scaffold (4), and described scaffold (4) top is provided with the jacking (7) of adjustment height.
2. a kind of cast-in-situ concrete continuous beam Combined support according to claim 1, is characterized in that: described steel pipe pile (1) bottom sinks to ground.
3. a kind of cast-in-situ concrete continuous beam Combined support according to claim 1, it is characterized in that: often group steel pipe pile (1) bottom being positioned at colleague is arranged on brace foundation (5), and described brace foundation (5) is embedded in ground.
4. cast-in-situ concrete continuous beam Combined support according to claim 1, it is characterized in that: connected by horizontal-associate (6) between the often group steel pipe pile (1) being positioned at colleague, every two of the steel pipe pile (1) being positioned at same column is a pair, connected by horizontal-associate (6) between often pair of steel pipe pile (1), described horizontal-associate (6) comprises two connecting rods be arranged in parallel, and is connected between described connecting rod by the bracing piece of oblique layout.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520832084.5U CN205205668U (en) | 2015-10-23 | 2015-10-23 | Combined support of cast in situ concrete continuous beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520832084.5U CN205205668U (en) | 2015-10-23 | 2015-10-23 | Combined support of cast in situ concrete continuous beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205205668U true CN205205668U (en) | 2016-05-04 |
Family
ID=55843396
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520832084.5U Expired - Fee Related CN205205668U (en) | 2015-10-23 | 2015-10-23 | Combined support of cast in situ concrete continuous beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205205668U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811997A (en) * | 2019-01-28 | 2019-05-28 | 中国五冶集团有限公司 | Combined type support system and application method for the installation of big special-shaped component |
-
2015
- 2015-10-23 CN CN201520832084.5U patent/CN205205668U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811997A (en) * | 2019-01-28 | 2019-05-28 | 中国五冶集团有限公司 | Combined type support system and application method for the installation of big special-shaped component |
| CN109811997B (en) * | 2019-01-28 | 2021-05-11 | 中国五冶集团有限公司 | Combined type supporting system for mounting large special-shaped component and using method |
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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: 20160504 Termination date: 20211023 |