CN202099804U - Bailey bracket hanging and underpining system for foundation-pit-spanning pipe lines - Google Patents
Bailey bracket hanging and underpining system for foundation-pit-spanning pipe lines Download PDFInfo
- Publication number
- CN202099804U CN202099804U CN2011201599322U CN201120159932U CN202099804U CN 202099804 U CN202099804 U CN 202099804U CN 2011201599322 U CN2011201599322 U CN 2011201599322U CN 201120159932 U CN201120159932 U CN 201120159932U CN 202099804 U CN202099804 U CN 202099804U
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- shellfish thunder
- bailey
- foundation ditch
- beams
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Abstract
The utility model relates to a Bailey bracket hanging and underpining system for foundation-pit-spanning pipelines. The Bailey bracket hanging and underpining system comprises two rows of supporting piles which are oppositely arranged, multiple rows of Bailey cross beams are erected between the top ends of one row of supporting piles and the top ends of the other row of supporting piles, two rows of Bailey beams are arranged at the top ends of the Bailey cross beams, a plurality of derrick booms of which the lower ends extend to the place below the Bailey cross beams are arranged on each row of Bailey beams, and retainer plates are respectively arranged on the two rows of Bailey beams and connected between the tail ends of every two derrick booms in opposite positions. The Bailey bracket hanging and underpining system solves the difficult problem existing in the in-situ conservation of ground cable pits and pipelines, avoids the influences due to displacement on cities and the livelihood of residents, and has remarkable social benefits.
Description
Technical field
The utility model relates to a kind of leap foundation ditch pipeline shellfish thunder frame suspension and underpins system.
Background technology
In recent years, along with greatly developing of urban traffic, city underground engineering is more and more.The construction of underground construction tends to face all kinds of highly dense pipeline and the cable trench protection problem of crossing over foundation ditch.If will certainly cause the duration to delay and the expense increase to its migration, the particularly migration of urban electric power pipeline, program is complicated, and social influence power is very big.How accomplishing that cable trench and information pipeline do not move in work progress and change its course, reach in-situ conservation, and guarantee its safe operation, is a technical barrier in the city underground engineering construction at present.
Summary of the invention
For solving an above-mentioned difficult problem, the utility model provides a kind of can underpin system to the leap foundation ditch pipeline shellfish thunder frame suspension that underground engineering cable trench and pipeline carry out in-situ conservation.
For realizing above-mentioned purpose, the technical scheme that the utility model adopted is:
A kind of leap foundation ditch pipeline shellfish thunder frame suspension underpins system; Comprise the supporting pile that two rows are oppositely arranged; Set up number row shellfish thunder crossbeam between the top of two row's supporting piles; The top of shellfish thunder crossbeam is provided with two row Bei Leiliang, and every row Bei Leiliang is provided with the suspension rod that several lower ends extend to shellfish thunder crossbeam below, is connected with supporting plate between per two the suspension rod ends that are separately positioned on two row Bei Leiliang go up and the position is relative.
As the further setting of such scheme, the bottom of said Bei Leiliang is provided with the hardwood pad, the top is provided with the shaped steel distribution beam, and suspension rod from top to bottom passes shaped steel distribution beam, Bei Leiliang, hardwood pad successively.
Be provided with the contact pull bar between the said two row shellfish thunder beams.
Be provided with the hardwood pad between said supporting pile and the shellfish thunder crossbeam.
Said supporting plate is the shaped steel distribution beam.
For underpining beam, the shaped steel distribution beam is laid at the top to the utility model with shellfish thunder frame, with the shaped steel distribution beam two ends suspention of structure (underground construction cable trench and pipeline) bottom.The strong point that underpins beam adopts stake and shellfish thunder frame crossbeam to constitute support system, thereby reaches the purpose of in-situ conservation underground construction cable trench or pipeline.
The utility model is crossed over the suspension of foundation ditch pipeline shellfish thunder frame and underpined system, and is stressed clear and definite, and rigidity is big, and shearing resistance, bending resistance are strong, can better control underpin system force-bearing situation and structure distortion situation, and quality safety is prone to guarantee.Simultaneously, easy accessibility, construction is simple, and the duration economizes, and cost is low.
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is described further.
Description of drawings
Fig. 1 crosses over the structural representation that the suspension of foundation ditch pipeline shellfish thunder frame underpins system for the utility model.
The specific embodiment
As shown in Figure 1; The utility model is crossed over the suspension of foundation ditch pipeline shellfish thunder frame and is underpined system; Comprise between the top of two supporting piles that are oppositely arranged of row, 1, two row's supporting pile 1 and set up number row shellfish thunder crossbeam 2, the top of shellfish thunder crossbeam 2 is provided with two row shellfish thunder beams 3; Every row shellfish thunder beam 3 is provided with the suspension rod 4 that several lower ends extend to shellfish thunder crossbeam 2 belows, be separately positioned on two row's shellfish thunder beams 3 and per two suspension rod 4 ends that the position is relative between be connected with supporting plate 5.
As the further setting of such scheme, the bottom of shellfish thunder beam 3 is provided with hardwood pad 6, the top is provided with shaped steel distribution beam 7, and suspension rod 4 from top to bottom passes shaped steel distribution beam 7, shellfish thunder beam 3, hardwood pad 6 successively.Suspension rod 4 upper ends are with double nut and shaped steel distribution beam 7 matching and fixing, and suspension rod 4 lower ends are with double nut and supporting plate 5 matching and fixing.Be provided with contact pull bar 8 between the two row shellfish thunder beams 3.Be provided with hardwood pad 9 between supporting pile 1 and the shellfish thunder crossbeam 2.Supporting plate 5 is the shaped steel distribution beam.
Used the utility model and crossed over after the suspension of foundation ditch pipeline shellfish thunder frame underpins system, structure 10 (underground construction cable trench and pipeline) but original position hang on the supporting plate 5, do not influence foundation pit construction simultaneously again.
The utility model is crossed over the suspension of foundation ditch pipeline shellfish thunder frame and is underpined system, has solved the difficult problem of underground cable ditch and pipeline in-situ conservation, avoided because of migration to the influence that city and resident living cause, have remarkable social benefit.Simultaneously, the duration economizes, and at the bottom of the expense, cost is merely 20% of pipeline moving costs, has good economic benefit.
The foregoing description only be used to explain inventive concept of the utility model, but not to the qualification of the utility model rights protection allly utilizes this design that the utility model is carried out the change of unsubstantiality, all should fall into the protection domain of the utility model.
Claims (5)
1. leap foundation ditch pipeline shellfish thunder frame suspension underpins system; It is characterized in that: comprise the supporting pile that two rows are oppositely arranged; Set up number row shellfish thunder crossbeam between the top of two row's supporting piles; The top of shellfish thunder crossbeam is provided with two row Bei Leiliang, and every row Bei Leiliang is provided with the suspension rod that several lower ends extend to shellfish thunder crossbeam below, is connected with supporting plate between per two the suspension rod ends that are separately positioned on two row Bei Leiliang go up and the position is relative.
2. leap foundation ditch pipeline shellfish thunder frame suspension as claimed in claim 1 underpins system; It is characterized in that: the bottom of said Bei Leiliang is provided with the hardwood pad, the top is provided with the shaped steel distribution beam, and suspension rod from top to bottom passes shaped steel distribution beam, Bei Leiliang, hardwood pad successively.
3. leap foundation ditch pipeline shellfish thunder frame suspension as claimed in claim 1 underpins system, it is characterized in that: be provided with the contact pull bar between the said two row shellfish thunder beams.
4. leap foundation ditch pipeline shellfish thunder frame suspension as claimed in claim 1 underpins system, it is characterized in that: be provided with the hardwood pad between said supporting pile and the shellfish thunder crossbeam.
5. leap foundation ditch pipeline shellfish thunder frame suspension as claimed in claim 1 underpins system, and it is characterized in that: said supporting plate is the shaped steel distribution beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201599322U CN202099804U (en) | 2011-05-19 | 2011-05-19 | Bailey bracket hanging and underpining system for foundation-pit-spanning pipe lines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201599322U CN202099804U (en) | 2011-05-19 | 2011-05-19 | Bailey bracket hanging and underpining system for foundation-pit-spanning pipe lines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202099804U true CN202099804U (en) | 2012-01-04 |
Family
ID=45385823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201599322U Expired - Lifetime CN202099804U (en) | 2011-05-19 | 2011-05-19 | Bailey bracket hanging and underpining system for foundation-pit-spanning pipe lines |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202099804U (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233432A (en) * | 2013-04-26 | 2013-08-07 | 济南城建集团有限公司 | Bailey beam reverse lifting support system and construction method thereof |
| CN103486403A (en) * | 2013-10-17 | 2014-01-01 | 中国建筑第六工程局有限公司 | In-situ protection construction method of pipeline above foundation pit |
| CN103741729A (en) * | 2013-12-27 | 2014-04-23 | 陕西大唐新能电力设计有限公司 | Foundation beam underpass cable duct processing method |
| CN104676110A (en) * | 2015-01-22 | 2015-06-03 | 中国地质大学（武汉） | On-site overhanging protection method of high-voltage cable bailey truss under condition of excavation of foundation pit |
| CN105570539A (en) * | 2015-12-21 | 2016-05-11 | 广州机施建设集团有限公司 | Construction method of pipeline protection structure |
| CN105926655A (en) * | 2016-05-03 | 2016-09-07 | 东通岩土科技（杭州）有限公司 | Water stop building envelope construction method without removing pipeline |
| CN106638668A (en) * | 2016-11-17 | 2017-05-10 | 中国建筑第八工程局有限公司 | Underpinning system between underground connection passage and power pipeline and construction method of underpinning system |
| CN109372019A (en) * | 2018-11-28 | 2019-02-22 | 深圳市市政工程总公司 | Cable duct original position rest construction method |
| CN109577667A (en) * | 2018-05-02 | 2019-04-05 | 国网福建省电力有限公司厦门供电公司 | A kind of high-tension cable electricity well original position suspension protection method |
| CN110445077A (en) * | 2018-05-02 | 2019-11-12 | 国网福建省电力有限公司厦门供电公司 | A kind of high-tension cable power channel original position suspension protection method |
| CN110644799A (en) * | 2019-09-26 | 2020-01-03 | 殷茜东 | Pipeline suspension protection method and suspension structure thereof |
| CN110965581A (en) * | 2019-12-12 | 2020-04-07 | 中铁十二局集团第二工程有限公司 | Protection construction method for underground pipeline in subway construction |
| CN111270681A (en) * | 2020-03-18 | 2020-06-12 | 长江勘测规划设计研究有限责任公司 | Construction method and structure of support structure suitable for crossing foundation pit pipeline group |
| CN111877356A (en) * | 2020-07-21 | 2020-11-03 | 山东大学 | Cable trench underpinning device and method for assisting underground structure construction |
| CN112376547A (en) * | 2020-12-08 | 2021-02-19 | 中国二十冶集团有限公司 | Construction method for passing cable trench under pipeline |
| CN113529701A (en) * | 2021-08-30 | 2021-10-22 | 长业建设集团有限公司 | Underpinning protection construction method for bearing platform load of underground concrete pipe trench |
-
2011
- 2011-05-19 CN CN2011201599322U patent/CN202099804U/en not_active Expired - Lifetime
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233432A (en) * | 2013-04-26 | 2013-08-07 | 济南城建集团有限公司 | Bailey beam reverse lifting support system and construction method thereof |
| CN103233432B (en) * | 2013-04-26 | 2015-02-18 | 济南城建集团有限公司 | Bailey beam reverse lifting support system and construction method thereof |
| CN103486403A (en) * | 2013-10-17 | 2014-01-01 | 中国建筑第六工程局有限公司 | In-situ protection construction method of pipeline above foundation pit |
| CN103741729A (en) * | 2013-12-27 | 2014-04-23 | 陕西大唐新能电力设计有限公司 | Foundation beam underpass cable duct processing method |
| CN104676110A (en) * | 2015-01-22 | 2015-06-03 | 中国地质大学（武汉） | On-site overhanging protection method of high-voltage cable bailey truss under condition of excavation of foundation pit |
| CN105570539B (en) * | 2015-12-21 | 2018-03-20 | 广州机施建设集团有限公司 | The construction method of pipeline protection structure |
| CN105570539A (en) * | 2015-12-21 | 2016-05-11 | 广州机施建设集团有限公司 | Construction method of pipeline protection structure |
| CN105926655A (en) * | 2016-05-03 | 2016-09-07 | 东通岩土科技（杭州）有限公司 | Water stop building envelope construction method without removing pipeline |
| CN105926655B (en) * | 2016-05-03 | 2018-01-23 | 东通岩土科技（杭州）有限公司 | The sealing construction method of enclosure structure that a kind of pipeline is not removed |
| CN106638668A (en) * | 2016-11-17 | 2017-05-10 | 中国建筑第八工程局有限公司 | Underpinning system between underground connection passage and power pipeline and construction method of underpinning system |
| CN106638668B (en) * | 2016-11-17 | 2019-07-30 | 中国建筑第八工程局有限公司 | System and its construction method are underpined between subterranean communication road and power pipeline |
| CN110445077A (en) * | 2018-05-02 | 2019-11-12 | 国网福建省电力有限公司厦门供电公司 | A kind of high-tension cable power channel original position suspension protection method |
| CN109577667A (en) * | 2018-05-02 | 2019-04-05 | 国网福建省电力有限公司厦门供电公司 | A kind of high-tension cable electricity well original position suspension protection method |
| CN109372019A (en) * | 2018-11-28 | 2019-02-22 | 深圳市市政工程总公司 | Cable duct original position rest construction method |
| CN110644799A (en) * | 2019-09-26 | 2020-01-03 | 殷茜东 | Pipeline suspension protection method and suspension structure thereof |
| CN110965581A (en) * | 2019-12-12 | 2020-04-07 | 中铁十二局集团第二工程有限公司 | Protection construction method for underground pipeline in subway construction |
| CN111270681A (en) * | 2020-03-18 | 2020-06-12 | 长江勘测规划设计研究有限责任公司 | Construction method and structure of support structure suitable for crossing foundation pit pipeline group |
| CN111877356A (en) * | 2020-07-21 | 2020-11-03 | 山东大学 | Cable trench underpinning device and method for assisting underground structure construction |
| CN112376547A (en) * | 2020-12-08 | 2021-02-19 | 中国二十冶集团有限公司 | Construction method for passing cable trench under pipeline |
| CN113529701A (en) * | 2021-08-30 | 2021-10-22 | 长业建设集团有限公司 | Underpinning protection construction method for bearing platform load of underground concrete pipe trench |
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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: 20120104 |
|
| CX01 | Expiry of patent term |