CN205776256U - Horizontal support adjusting means in deep foundation ditch steel plate pile supporting - Google Patents
Horizontal support adjusting means in deep foundation ditch steel plate pile supporting Download PDFInfo
- Publication number
- CN205776256U CN205776256U CN201620661350.7U CN201620661350U CN205776256U CN 205776256 U CN205776256 U CN 205776256U CN 201620661350 U CN201620661350 U CN 201620661350U CN 205776256 U CN205776256 U CN 205776256U
- Authority
- CN
- China
- Prior art keywords
- segmented head
- horizontal support
- end plate
- segmented
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 239000003351 stiffener Substances 0.000 claims description 16
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002153 concerted effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
This utility model relates to the horizontal support adjusting means in a kind of deep foundation ditch steel plate pile supporting, steel is enclosed and is connected by segmented head between purlin and horizontal support pipe, segmented head is fixed end by segmented head movable end and segmented head and is formed by connecting, segmented head movable end connects steel and encloses purlin, the fixing end of segmented head connects horizontal support pipe, described segmented head movable end be respectively arranged at two ends with active end plate up and down, two jack and being located between the active end plate that the pressure transducer at jack top lays respectively at segmented head movable end both sides, it is provided with support end plate between the fixing end of segmented head and horizontal support pipe, between described support end plate and the fixing end of segmented head, support and be equipped with ribs between end plate and horizontal support pipe.This utility model can monitor steel sheet pile drift condition easily, in time steel sheet pile can be offset the difficult problem being corrected again.
Description
Technical field
This utility model relates to the level in a kind of horizontal support adjusting means, specifically deep foundation ditch steel plate pile supporting
Supporting and regulating device.
Background technology
In Deep foundation Pit excavation, through frequently with steel sheet-pile cofferdam, in the support system of steel sheet pile, along with construction work
Progressively carrying out of sequence, inside and outside earth excavation, level of ground water, hole, precipitation pressure differential and other multiple environmental factorss makes a concerted effort
Under, steel sheet pile often deforms or offsets, and causes both sides steel sheet pile spacing become big or reduce, and once support force changes and answers
Horizontal supporting system is corrected regulation at once, the serious scenes such as steel sheet pile dropout the most easily occur, failing to and
Time adjust horizontal supporting force it is also possible to there is steel sheet pile fracture, the accident such as collapse in cofferdam.
Summary of the invention
This utility model is intended to overcome the defect of prior art, it is provided that the horizontal support in a kind of deep foundation ditch steel plate pile supporting
Adjusting means, can monitor steel sheet pile drift condition easily, in time steel sheet pile can be offset the difficult problem being corrected again.
In order to solve above-mentioned technical problem, this utility model is achieved in that
Horizontal support adjusting means in a kind of deep foundation ditch steel plate pile supporting, encloses purlin and horizontal support pipe including steel, and it is special
Levy and be: it also includes segmented head, active end plate, supports end plate, ribs, two pressure transducers and two jack;
Described steel is enclosed and is connected by segmented head between purlin and horizontal support pipe, and segmented head is by segmented head movable end and segmented head
Fixing end is formed by connecting, and segmented head movable end connects steel and encloses purlin, and the fixing end of segmented head connects horizontal support pipe, and described segmented head is lived
Moved end be respectively arranged at two ends with active end plate up and down, two jack and be located at the pressure transducer at jack top and lay respectively at
Between the active end plate of segmented head movable end both sides, between the fixing end of segmented head and horizontal support pipe, it is provided with support end plate, described
Support between end plate and the fixing end of segmented head, between support end plate and horizontal support pipe, be equipped with ribs.
The described horizontal support adjusting means in deep foundation ditch steel plate pile supporting, it is characterised in that: it also includes ribbed stiffener,
Described ribbed stiffener is L-type ribbed stiffener, and this ribbed stiffener is provided with hole, and ribbed stiffener is welded on segmented head movable end and the fixing end of segmented head
Between.
The beneficial effects of the utility model are: the advantage in regular oblong foundation ditch is become apparent from by this device, owing to having
The existence of segmented head, it is possible to make up on a small quantity owing to steel sheet pile encloses the unfavorable factor brought that purlin tilts to any direction.Except this with
Outward, pressure transducer not only serves as monitoring instrument, also can provide data for regulation horizontal supporting force, thus accurately achieve mark
Quasi-value.To be onstructed complete after segmented head, jack, pressure transducer can reclaim, reduce waste.
Can be by the situation of pressure monitor sensor steel sheet pile horizontal supporting force;Accurately reach according to by regulation jack
To horizontal supporting force standard value;Compensated steel sheet pile by segmented head on a small quantity and enclose the situation that purlin tilts;Material is recyclable.
Accompanying drawing explanation
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
As shown in Figure 1: the horizontal support adjusting means in a kind of deep foundation ditch steel plate pile supporting, enclose purlin 1 including steel, level is propped up
Stay tube 4, segmented head, active end plate 12, support end plate 10,11, two pressure transducers 2 of ribs and two jack 5;
Described steel is enclosed and is connected by segmented head between purlin and horizontal support pipe, and segmented head is by segmented head movable end 3 and active
The fixing end 7 of head is formed by connecting, and segmented head movable end connects steel and encloses purlin, and the fixing end of segmented head connects horizontal support pipe, described active
Head movable end be respectively arranged at two ends with active end plate up and down, two jack and be located at the pressure transducer at jack top respectively
Between the active end plate of segmented head movable end both sides, between the fixing end of segmented head and horizontal support pipe, it is provided with support end plate,
Between described support end plate and the fixing end of segmented head, between support end plate and horizontal support pipe, it is equipped with ribs.
It also includes that ribbed stiffener 6, described ribbed stiffener are L-type ribbed stiffener, and ribbed stiffener is welded on segmented head movable end and active
Between the fixing end of head, use the ribbed stiffener of band edge with holes while strengthening segmented head stress, make use of space, it is possible to as pressure
Force transducer and the placement platform of jack, it is to avoid jack drops;This ribbed stiffener is provided with hole, discharges rainfall in time, it is to avoid
Open-air atmosphere may the situation of corrosion jack.
During realizing, both sides steel sheet pile can be enclosed the uneven situation of purlin and enter by segmented head movable end both sides jack
Row compensates.
Claims (2)
1. the horizontal support adjusting means in deep foundation ditch steel plate pile supporting, encloses purlin and horizontal support pipe, its feature including steel
It is: it also includes segmented head, active end plate, supports end plate, ribs, two pressure transducers and two jack;
Described steel is enclosed and is connected by segmented head between purlin and horizontal support pipe, and segmented head is fixed by segmented head movable end and segmented head
End is formed by connecting, and segmented head movable end connects steel and encloses purlin, and the fixing end of segmented head connects horizontal support pipe, described segmented head movable end
Be respectively arranged at two ends with active end plate up and down, two jack and be located at the pressure transducer at jack top and lay respectively at active
Between the active end plate of head movable end both sides, between the fixing end of segmented head and horizontal support pipe, it is provided with support end plate, described support
Between end plate and the fixing end of segmented head, between support end plate and horizontal support pipe, it is equipped with ribs.
Horizontal support adjusting means in deep foundation ditch steel plate pile supporting the most according to claim 1, it is characterised in that: it is also
Including ribbed stiffener, described ribbed stiffener is L-type ribbed stiffener, and this ribbed stiffener is provided with hole, ribbed stiffener be welded on segmented head movable end and
Between the fixing end of segmented head.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620661350.7U CN205776256U (en) | 2016-06-29 | 2016-06-29 | Horizontal support adjusting means in deep foundation ditch steel plate pile supporting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620661350.7U CN205776256U (en) | 2016-06-29 | 2016-06-29 | Horizontal support adjusting means in deep foundation ditch steel plate pile supporting |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205776256U true CN205776256U (en) | 2016-12-07 |
Family
ID=58128185
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620661350.7U Expired - Fee Related CN205776256U (en) | 2016-06-29 | 2016-06-29 | Horizontal support adjusting means in deep foundation ditch steel plate pile supporting |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205776256U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951658A (en) * | 2018-08-24 | 2018-12-07 | 重庆建工第八建设有限责任公司 | A kind of deep basal pit fashioned iron support system based on active control |
CN109056804A (en) * | 2018-09-04 | 2018-12-21 | 中国十九冶集团有限公司 | Comprehensive pipe rack foundation pit supporting structure and implementation method thereof |
CN109736326A (en) * | 2019-01-14 | 2019-05-10 | 北京工业大学 | One kind can tuning spine head type self-locking flexible joint |
CN109736325A (en) * | 2019-01-14 | 2019-05-10 | 北京工业大学 | One kind can tuning ratchet type self-locking flexible joint |
CN109811770A (en) * | 2019-01-14 | 2019-05-28 | 北京工业大学 | A kind of single direction ratchet type self-locking flexible joint |
CN111851153A (en) * | 2019-04-28 | 2020-10-30 | 北京华铁时代建设发展有限公司 | Supporting device and using method thereof |
CN114411751A (en) * | 2021-12-20 | 2022-04-29 | 安徽省公路桥梁工程有限公司 | Multi-support structure-based multi-layer underground passage construction assembly and process thereof |
-
2016
- 2016-06-29 CN CN201620661350.7U patent/CN205776256U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951658A (en) * | 2018-08-24 | 2018-12-07 | 重庆建工第八建设有限责任公司 | A kind of deep basal pit fashioned iron support system based on active control |
CN108951658B (en) * | 2018-08-24 | 2023-11-24 | 重庆建工第八建设有限责任公司 | Deep foundation pit section steel supporting system based on active control |
CN109056804A (en) * | 2018-09-04 | 2018-12-21 | 中国十九冶集团有限公司 | Comprehensive pipe rack foundation pit supporting structure and implementation method thereof |
CN109736326A (en) * | 2019-01-14 | 2019-05-10 | 北京工业大学 | One kind can tuning spine head type self-locking flexible joint |
CN109736325A (en) * | 2019-01-14 | 2019-05-10 | 北京工业大学 | One kind can tuning ratchet type self-locking flexible joint |
CN109811770A (en) * | 2019-01-14 | 2019-05-28 | 北京工业大学 | A kind of single direction ratchet type self-locking flexible joint |
CN111851153A (en) * | 2019-04-28 | 2020-10-30 | 北京华铁时代建设发展有限公司 | Supporting device and using method thereof |
CN114411751A (en) * | 2021-12-20 | 2022-04-29 | 安徽省公路桥梁工程有限公司 | Multi-support structure-based multi-layer underground passage construction assembly and process thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205776256U (en) | Horizontal support adjusting means in deep foundation ditch steel plate pile supporting | |
CN201794079U (en) | Foundation pit supporting system | |
CN106958253A (en) | A kind of new type of deep-water combined steel plate pile cofferdam construction method | |
CN104631338A (en) | Steel boxed cofferdam and positioning construction method | |
CN106836322A (en) | A kind of test device and its operating method of the experiment of screw anchor vertically pulling-resistant | |
CN205530262U (en) | Adjust timing frame of steel tube column stake position among half reverse construction | |
CN211665759U (en) | Guide positioning device for permanent steel casing of large onshore pile foundation | |
CN201981542U (en) | Steel tube supporting movable end | |
CN202073100U (en) | Temporary vertical steel support structure for compensating displacement or missed piling of steel lattice columns | |
CN201065505Y (en) | Box culvert error-correcting device | |
CN106436743A (en) | Guide pipe for steel stand column guide insertion construction | |
CN207092093U (en) | A kind of fabricated structure for ensureing steel column perpendicularity | |
CN205421269U (en) | Equilibrant displacement control system of excavation supporting device | |
CN205000333U (en) | Marine wind turbine foundation | |
CN105809610A (en) | Evaluation method for evaluating influence of demolished shoring of trench on surrounding stratum | |
CN206693057U (en) | Bridge construction jacking apparatus | |
CN105155407A (en) | Replaceable mounting and connection device facilitating positioning and mounting of large flexible collision avoidance fender and used for pier bearing platform and construction method of replaceable mounting and connection device | |
CN113356263A (en) | Jacket-pile grouting connection structure | |
CN209211452U (en) | A kind of ground lifts detection device | |
CN208899473U (en) | A kind of uplift pile pile extension connecting node | |
CN208763023U (en) | A kind of control device of steel pile verticality | |
CN106120834A (en) | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control | |
CN208415285U (en) | A kind of steel cushion cap support leveling system of offshore wind turbine foundation | |
CN106545012B (en) | Steel column guide pipe insertion technique | |
CN216041295U (en) | Jacket-pile grouting connection structure |
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: 20161207 |