CN203701143U - Template device for constructing medium plate in PBA (Pile-Beam-Arc) construction method station in water-rich stratum - Google Patents
Template device for constructing medium plate in PBA (Pile-Beam-Arc) construction method station in water-rich stratum Download PDFInfo
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- CN203701143U CN203701143U CN201320809186.6U CN201320809186U CN203701143U CN 203701143 U CN203701143 U CN 203701143U CN 201320809186 U CN201320809186 U CN 201320809186U CN 203701143 U CN203701143 U CN 203701143U
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- template
- medium plate
- construction
- pba
- stratum
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- 238000010276 construction Methods 0.000 title claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 4
- 238000012407 engineering method Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 4
- 239000004927 clay Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a template device for constructing a medium plate in a PBA (Pile-Beam-Arc) construction method station in a water-rich stratum. The device comprises a medium plate template and a rail top air flue template, wherein a support scaffold is arranged at the lower parts of the medium plate template and the rail top air flue template. According to the device, the medium plate is constructed by adopting a process of down digging the support scaffold, the operation is simple, the construction with water can be prevented, the construction quality of the medium plate can be guaranteed, the line production section of the construction can be lengthened, the job progress can be accelerated, a way of digging underground and operating on the ground can be realized, and the materials of construction can be revolved and used.
Description
Technical field:
The utility model belongs to a kind of building operations equipment, particularly plate construction template device in a kind of Fu Shui stratum PBA engineering method station.
Background technology:
In PBA engineering method applies station in the process of plate, only having at present engineering method is clay model construction, and this kind of method is applicable to anhydrous stratum, once stratum in rich water state, soil property depression of bearing force, molding effect is poor.Therefore, cannot guarantee presentation quality with the concrete of clay model method construction, even plated construction intensity in impact.
Summary of the invention:
The purpose of this utility model is just to provide plate construction template device in PBA engineering method station, a kind of Fu Shui stratum, and this device is simple to operate, can avoid submersible, plate construction quality in assurance.
As above design, the technical solution of the utility model is: plate construction template device in PBA engineering method station, a kind of Fu Shui stratum, comprise middle template die plate and tread air channel template, it is characterized in that: support scaffolding is installed in middle template die plate and template bottom, tread air channel.
Above-mentioned support scaffolding adopts bowl fastening type scaffold.
Above-mentioned bowl fastening type scaffold hack lever length is 90cm, and hack lever is φ 48 scaffolds, scaffold horizontal spacing 900mm, and lay at longitudinal pitch 900mm interval.
Above-mentioned bowl fastening type scaffold hack lever length is 60cm, and hack lever is φ 48 scaffolds, scaffold horizontal spacing 900mm, and lay at longitudinal pitch 600mm interval.
The utility model makes, in process that in station, plate applies in Fu Shui stratum PBA engineering method, to avoid submersible, so both can guarantee the construction quality of plate in station, can speed up the work again, and the continuous productive process section that makes to construct lengthens, and material can reuse.
Accompanying drawing explanation:
Fig. 1 excavates sectional drawing under plate in station;
Fig. 2 is tread air channel formwork and formwork supports scaffold sectional drawing;
Fig. 3 is template die plate and support scaffolding sectional drawing in station.
1, plate in station; 2, tread air channel; 3, excavation scope under middle plate; 4, tread air channel formwork and formwork supports scaffold; 5, template die plate and support scaffolding in station.
The specific embodiment:
As shown in the figure: plate construction template device in PBA engineering method station, a kind of Fu Shui stratum, comprises middle template die plate and tread air channel template.Bowl fastening type scaffold is installed in middle template die plate and template bottom, tread air channel.Above-mentioned bowl fastening type scaffold hack lever length is 90cm or 60cm, and hack lever is φ 48 scaffolds, scaffold horizontal spacing 900mm, and lay at longitudinal pitch 900mm or 600mm interval.
The utility model digs plate in all round victory construction with brackets under adopting, simple to operate, avoid submersible, plate construction quality in assurance, and construction continuous productive process section lengthens, and speeds up the work, and realizes " tunneling is bright to be done ", and construction material also can have enough to meet the need utilization, economically feasible.
Claims (4)
1. a plate construction template device in PBA engineering method station, Fu Shui stratum, comprises middle template die plate and tread air channel template, it is characterized in that: support scaffolding is installed in middle template die plate and template bottom, tread air channel.
2. plate construction template device in Fu Shui according to claim 1 stratum PBA engineering method station, is characterized in that: above-mentioned support scaffolding adopts bowl fastening type scaffold.
3. plate construction template device in Fu Shui according to claim 1 stratum PBA engineering method station, it is characterized in that: above-mentioned bowl fastening type scaffold hack lever length is 90cm, hack lever is φ 48 scaffolds, scaffold horizontal spacing 900mm, and lay at longitudinal pitch 900mm interval.
4. plate construction template device in Fu Shui according to claim 1 stratum PBA engineering method station, it is characterized in that: above-mentioned bowl fastening type scaffold hack lever length is 60cm, hack lever is φ 48 scaffolds, scaffold horizontal spacing 900mm, and lay at longitudinal pitch 600mm interval.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809186.6U CN203701143U (en) | 2013-12-09 | 2013-12-09 | Template device for constructing medium plate in PBA (Pile-Beam-Arc) construction method station in water-rich stratum |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809186.6U CN203701143U (en) | 2013-12-09 | 2013-12-09 | Template device for constructing medium plate in PBA (Pile-Beam-Arc) construction method station in water-rich stratum |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701143U true CN203701143U (en) | 2014-07-09 |
Family
ID=51051599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320809186.6U Expired - Fee Related CN203701143U (en) | 2013-12-09 | 2013-12-09 | Template device for constructing medium plate in PBA (Pile-Beam-Arc) construction method station in water-rich stratum |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701143U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437770A (en) * | 2016-11-09 | 2017-02-22 | 湖南五新模板有限公司 | Hydraulic formwork trolley for rail top air duct post-pouring construction |
| CN108316344A (en) * | 2018-02-02 | 2018-07-24 | 北京市政建设集团有限责任公司 | A kind of construction method of subway station hall layer |
-
2013
- 2013-12-09 CN CN201320809186.6U patent/CN203701143U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437770A (en) * | 2016-11-09 | 2017-02-22 | 湖南五新模板有限公司 | Hydraulic formwork trolley for rail top air duct post-pouring construction |
| CN106437770B (en) * | 2016-11-09 | 2018-11-09 | 湖南五新模板有限公司 | A kind of hydraulic template trolley for pouring construction after rail against the wind road |
| CN108316344A (en) * | 2018-02-02 | 2018-07-24 | 北京市政建设集团有限责任公司 | A kind of construction method of subway station hall layer |
| CN108316344B (en) * | 2018-02-02 | 2020-01-07 | 北京市政建设集团有限责任公司 | Construction method of subway station hall layer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300300, E6, building 302, airport business park, 80 ring River Road, Airport Economic Zone, Tianjin, Dongli Patentee after: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP Co.,Ltd. Address before: 300300, E6, building 302, airport business park, 80 ring River Road, Airport Economic Zone, Tianjin, Dongli Patentee before: China thirteen Railway Construction Bureau Group Co.,Ltd. Address after: 300300, E6, building 302, airport business park, 80 ring River Road, Airport Economic Zone, Tianjin, Dongli Patentee after: China thirteen Railway Construction Bureau Group Co.,Ltd. Address before: 300300, E6, building 302, airport business park, 80 ring River Road, Airport Economic Zone, Tianjin, Dongli Patentee before: CHINA RAILWAY 13TH BUREAU GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20161024 Address after: Residential building No. nine in Yantian District of Shenzhen city in Guangdong province 518000 3 floor Patentee after: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP 2ND ENGINEERING Co.,Ltd. Address before: 300300, E6, building 302, airport business park, 80 ring River Road, Airport Economic Zone, Tianjin, Dongli Patentee before: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |