CN106759384A - A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove - Google Patents
A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove Download PDFInfo
- Publication number
- CN106759384A CN106759384A CN201611211320.7A CN201611211320A CN106759384A CN 106759384 A CN106759384 A CN 106759384A CN 201611211320 A CN201611211320 A CN 201611211320A CN 106759384 A CN106759384 A CN 106759384A
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- Prior art keywords
- base plate
- prefabricated
- brace
- foundation
- pipeline
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove, in Earthwork Construction of Deep Foundation, reinforced concrete support is based on horizontal pressure force, the intensity of reinforcing steel bar concrete support, it is not fully exerted as the characteristic that rigidity is big and deformation is small of the concrete of support, it is ensured that the installation security such as basis and surrounding buildingses, road and underground piping；Prefabricated pipeline base plate is placed in kerve, both as pipeline foundation, foundation ditch cross-brace is also served as.Supported using reinforced concrete in Soft Soil Foundation Pit engineering construction, due to its light and flexible, excavator can carry out lifting placement, with digging with putting, segmentation is excavated simultaneously, contributes to the operation simultaneously of many excavators, and shoveling speed is fast, and then shortens the duration of earth excavation.Adjustment prefabricated panel spacing and quantity, control the deformation of Retaining Structures in Excavation Engineering, and reduce the time of base pit dewatering, it is ensured that the safety of surrounding buildingses.
Description
Technical field
The present invention relates to municipal works drainage pipeline deep foundation pit support, belong to foundation ditch support technology field.
Background technology
In road drainage engineering, along road from east orientation west laying d1800-d2000mm storm sewers.Engineering d1800 rainwater
Pipeline start-stop pile No. is K0+563-K0+919.655, and total length 357m, cutting depth reaches 6.58~6.73m.D2000 rain pipes
Start-stop pile No. in road is K0+073.034-K0+563, and total length 490m, cutting depth reaches 6.93~7.26m.It is precast reinforced in advance mixed
Solidifying soil base plate, by taking d2000 pipelines as an example, prefabricated panel width 3.2m, length 1.5m, thickness 40cm are placed in kerve, are both made
It is pipeline foundation, also serves as foundation ditch cross-brace.
The content of the invention
The technical solution adopted by the present invention is a kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove, in deep basal pit
In earthwork construction, reinforced concrete support based on horizontal pressure force because reinforced concrete support it is different from bracing members, its deform compared with
Method small, that arrangement of reinforcement and support enlarging section are taken in addition, the intensity of reinforcing steel bar concrete support, as the rigidity of the concrete of support
The big and small characteristic of deformation is not fully exerted, it is ensured that the installation security such as basis and surrounding buildingses, road and underground piping.Will be pre-
Tubing giving sufficient strength base plate is placed in kerve, both as pipeline foundation, also serves as foundation ditch cross-brace.
Supported using reinforced concrete in Soft Soil Foundation Pit engineering construction, due to its light and flexible, excavator can be carried out
Lifting is laid, and with digging with putting, is segmented and is excavated simultaneously, contributes to the operation simultaneously of many excavators, and shoveling speed is fast, and then shortening is dug
The duration of the earthwork.
At the same time prefabricated panel spacing and quantity can be adjusted according to soil property situation, controls the deformation of Retaining Structures in Excavation Engineering,
And reduce the time of base pit dewatering, it is ensured that the safety of surrounding buildingses.
Brief description of the drawings
Fig. 1 is organigram of the present invention.
Fig. 2 is organigram of the present invention two.
Specific embodiment
As shown in Figure 1-2, the present invention can effectively control foundation pit deformation and shorten the duration.Concrete operations are as follows：
S1, pipeline base plate are prefabricated, and prefabricated panel is designed into line label.
S2, steel sheet pile is beaten, be connected using seaming between stake and stake, be arranged by the suitable mode of a fourth one.
S3, excavation of foundation pit, excavation should follow " longitudinal divisionses, it is vertical layered, with support with dig, stretching top jail, strengthen monitoring "
Principle.Fluting soil is had bad luck outer to reduce tube seat lateral pressure to tube seat 20m.
S4, prefabricated panel is laid, prefabricated panel interval 1m lays, and lays one piece i.e. one piece of measurement, uses excavator
Elevation to base plate is adjusted.
Connected between S5, base plate, reinforced mesh is made in advance.After prefabricated panel leveling in place, reinforced mesh is carried out immediately
Install.
S6, subsequent construction, front prefabricated panel are laid after finishing and forming the scope of operation, and Pipe installing is carried out immediately.Pipeline
After installing a construction section, assuring and backfilling construction for pipeline is carried out immediately, then carry out steel sheet pile pile pulling and inspection shaft is applied
Work.
Embodiment
Prefabricated reinforced concrete base plate in advance, by taking d2000 pipelines as an example, prefabricated panel width 3.2m, length 1.5m, thickness
40cm, is placed in kerve, both as pipeline foundation, also serves as foundation ditch cross-brace.
S1, pipeline base plate are prefabricated, and prefabricated panel design grade is C40, every piece of width 3.2m, length 1.5m.
S2, steel sheet pile is beaten, steel sheet pile selects I40C I-steel, length 12m, and seaming is connected between stake and stake, and a fourth one is suitable
Arrangement.
S3, excavation of foundation pit, excavation should follow " longitudinal divisionses, it is vertical layered, with support with dig, stretching top jail, strengthen monitoring "
Principle.Fluting soil is had bad luck outer to reduce tube seat lateral pressure to tube seat 20m.
4S, prefabricated panel are laid, and prefabricated panel interval 1m lays, and one piece i.e. one piece of measurement is laid, with excavator to base plate
Elevation is adjusted.
Connected between S5, base plate, reinforced mesh, reinforced mesh length 1m, 3.2 meters of width are made in advance.Prefabricated panel is in place
After leveling, the installation of reinforced mesh is carried out immediately.
S6, subsequent construction, front prefabricated panel are laid after finishing and forming the scope of operation, and Pipe installing is carried out immediately.Pipeline
After installing a construction section, assuring and backfilling construction for pipeline is carried out immediately, then carry out steel sheet pile pile pulling and inspection shaft is applied
Work.
Claims (2)
1. a kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove, it is characterised in that：In Earthwork Construction of Deep Foundation, steel
Reinforced concrete is supported based on horizontal pressure force, because reinforced concrete support is different from bracing members, its deformation is smaller, and arrangement of reinforcement is taken in addition
With the method for support enlarging section, the intensity of reinforcing steel bar concrete support, as the spy that rigidity is big and deformation is small of the concrete of support
Property be not fully exerted, it is ensured that basis and the installation security such as surrounding buildingses, road and underground piping；Prefabricated pipeline base plate is laid
In in kerve, both as pipeline foundation, foundation ditch cross-brace is also served as.
2. the method that a kind of use prefabricated pipeline base plate according to claim 1 does Brace in Deep Footing Groove, it is characterised in that：Tool
Gymnastics is made as follows：
S1, pipeline base plate are prefabricated, and prefabricated panel is designed into line label；
S2, steel sheet pile is beaten, be connected using seaming between stake and stake, be arranged by the suitable mode of a fourth one；
S3, excavation of foundation pit, excavation should follow " longitudinal divisionses, it is vertical layered, with support with dig, stretching top jail, strengthen monitoring " original
Then；Fluting soil is had bad luck outer to reduce tube seat lateral pressure to tube seat 20m；
S4, prefabricated panel is laid, prefabricated panel interval 1m lays, and one piece i.e. one piece of measurement is laid, with excavator the bottom of to
The elevation of plate is adjusted；
Connected between S5, base plate, reinforced mesh is made in advance；After prefabricated panel leveling in place, the installation of reinforced mesh is carried out immediately；
S6, subsequent construction, front prefabricated panel are laid after finishing and forming the scope of operation, and Pipe installing is carried out immediately；Pipe installing
After a complete construction section, assuring and backfilling construction for pipeline is carried out immediately, then carry out steel sheet pile pile pulling and check well construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611211320.7A CN106759384A (en) | 2016-12-24 | 2016-12-24 | A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611211320.7A CN106759384A (en) | 2016-12-24 | 2016-12-24 | A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759384A true CN106759384A (en) | 2017-05-31 |
Family
ID=58919902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611211320.7A Pending CN106759384A (en) | 2016-12-24 | 2016-12-24 | A kind of method that use prefabricated pipeline base plate does Brace in Deep Footing Groove |
Country Status (1)
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| CN (1) | CN106759384A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326929A (en) * | 2017-08-07 | 2017-11-07 | 中国十七冶集团有限公司 | A kind of method of Duo Cang undergrounds integrated pipe earth excavation under Larsen steel sheet pile supporting |
| CN108412016A (en) * | 2018-03-15 | 2018-08-17 | 中建五局土木工程有限公司 | Underground tube body assures construction method |
| CN110512642A (en) * | 2019-08-30 | 2019-11-29 | 中国二十二冶集团有限公司 | Soft clay area drainage pipeline concrete pack punching block board construction method |
| CN110735434A (en) * | 2019-10-16 | 2020-01-31 | 中国建筑一局(集团)有限公司 | Construction method for replacing traditional inner support by underground force transmission belt in long and narrow deep foundation pits |
| CN111021507A (en) * | 2019-11-21 | 2020-04-17 | 江苏永联精筑建设集团有限公司 | Construction process of concrete rainwater pipe joint |
| CN111794343A (en) * | 2020-05-29 | 2020-10-20 | 杭州江润科技有限公司 | Construction method for connecting pipeline ditch with integrated sewer |
| CN112064751A (en) * | 2020-08-08 | 2020-12-11 | 上海静安市政工程有限公司 | Deep groove construction method for drainage pipeline |
| CN112502173A (en) * | 2020-10-26 | 2021-03-16 | 浙江世润建创科技发展有限公司 | Construction method for excavating whole sewer pipeline by high-water-content soft soil precipitation |
| CN114606932A (en) * | 2022-03-11 | 2022-06-10 | 东珠生态环保股份有限公司 | Soft clay foundation treatment method suitable for municipal road pipeline laying |
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| WO1993019258A1 (en) * | 1992-03-19 | 1993-09-30 | Caswick Limited | Manholes and inspection chambers |
| CN101565964A (en) * | 2009-05-25 | 2009-10-28 | 青岛恒生源集团建设有限公司 | Construction method for mounting outdoor embedded high-density polyethylene double-wall corrugated drain pipe |
| CN203393740U (en) * | 2013-08-06 | 2014-01-15 | 嘉兴市规划设计研究院有限公司 | Integral reinforced concrete foundation structure for assembling drainage pipelines |
| CN105672450A (en) * | 2016-02-16 | 2016-06-15 | 上海市城市建设设计研究总院 | Laying method for large-aperture water draining pipeline parallel to upper part of existing metro tunnel structure |
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2016
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Patent Citations (4)
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| WO1993019258A1 (en) * | 1992-03-19 | 1993-09-30 | Caswick Limited | Manholes and inspection chambers |
| CN101565964A (en) * | 2009-05-25 | 2009-10-28 | 青岛恒生源集团建设有限公司 | Construction method for mounting outdoor embedded high-density polyethylene double-wall corrugated drain pipe |
| CN203393740U (en) * | 2013-08-06 | 2014-01-15 | 嘉兴市规划设计研究院有限公司 | Integral reinforced concrete foundation structure for assembling drainage pipelines |
| CN105672450A (en) * | 2016-02-16 | 2016-06-15 | 上海市城市建设设计研究总院 | Laying method for large-aperture water draining pipeline parallel to upper part of existing metro tunnel structure |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326929A (en) * | 2017-08-07 | 2017-11-07 | 中国十七冶集团有限公司 | A kind of method of Duo Cang undergrounds integrated pipe earth excavation under Larsen steel sheet pile supporting |
| CN108412016A (en) * | 2018-03-15 | 2018-08-17 | 中建五局土木工程有限公司 | Underground tube body assures construction method |
| CN110512642A (en) * | 2019-08-30 | 2019-11-29 | 中国二十二冶集团有限公司 | Soft clay area drainage pipeline concrete pack punching block board construction method |
| CN110735434A (en) * | 2019-10-16 | 2020-01-31 | 中国建筑一局(集团)有限公司 | Construction method for replacing traditional inner support by underground force transmission belt in long and narrow deep foundation pits |
| CN111021507A (en) * | 2019-11-21 | 2020-04-17 | 江苏永联精筑建设集团有限公司 | Construction process of concrete rainwater pipe joint |
| CN111794343A (en) * | 2020-05-29 | 2020-10-20 | 杭州江润科技有限公司 | Construction method for connecting pipeline ditch with integrated sewer |
| CN111794343B (en) * | 2020-05-29 | 2021-11-19 | 杭州江润科技有限公司 | Construction method for connecting pipeline ditch with integrated sewer |
| CN112064751A (en) * | 2020-08-08 | 2020-12-11 | 上海静安市政工程有限公司 | Deep groove construction method for drainage pipeline |
| CN112502173A (en) * | 2020-10-26 | 2021-03-16 | 浙江世润建创科技发展有限公司 | Construction method for excavating whole sewer pipeline by high-water-content soft soil precipitation |
| CN114606932A (en) * | 2022-03-11 | 2022-06-10 | 东珠生态环保股份有限公司 | Soft clay foundation treatment method suitable for municipal road pipeline laying |
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Application publication date: 20170531 |