CN102966169B - Automatic baffle of foundation ditch - Google Patents
Automatic baffle of foundation ditch Download PDFInfo
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- CN102966169B CN102966169B CN201210534262.7A CN201210534262A CN102966169B CN 102966169 B CN102966169 B CN 102966169B CN 201210534262 A CN201210534262 A CN 201210534262A CN 102966169 B CN102966169 B CN 102966169B
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- panel
- fixed
- compoboard
- foundation trench
- crossbeam
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Abstract
The invention relates to an automatic baffle of a foundation ditch, and effectively solves the problems that when construction protection of urban drainage pipelines is performed, the protecting structural cost is high; time and labor are both wasted; and the construction speed is slow. Panels and composition boards at the upper parts of the panels are spliced together to form the baffles; beams are arranged on the baffles; vertical beams connected with the beams are arranged on the panel; two ends of double-screws are respectively connected between the beams and the vertical beams on the two baffles and the two panels; supporting plates arranged between right ends of the two panels are fixed on the vertical beams; the right sides of the supporting plates are tightly fit and fixed with clapboards arranged between the two panels; propelling plants are fixed on the left side walls of the supporting plates; and the left ends of the propelling plants prop against pipeline orifices. The automatic baffle is simple in structure, easy to manufacture and process, low in cost, and small in size, can be assembled in the field, meet the conditions of urban street construction, and is fit for the quick transfer characteristic of pipeline construction; and stack mounting is convenient and flexible, and meets the location adjusting requirement when the baffle meets a barrier.
Description
Technical field
The present invention relates to the working a kind of foundation trench automatic damper of urban discharging pipeline.
Background technology
Urban discharging pipeline construction has following characteristics conventionally: a narrow field, and excavation foundation trench does not generally possess the slope of putting condition, and big machinery is difficult to enter place; B pipe diameter is little, and excavation foundation trench is narrow; C excavation foundation trench is shallow; D obstruction is many, and irregular; E construction is simple, and fltting speed is very fast.Therefore,, when foundation trench excavation is below groundwater table and while there is the weak soil place that drift sand stream soil easily occurs and cave in, often need foundation trench Tu Bi to carry out supporting.
Conventionally the support pattern adopting has: put slope, baffle plate, Gravity Retaining Wall, outrigger base piling wall, sheet pile joist anchor and draw several supporting and protection structure such as (supports).Due to municipal construction condition, only have baffle plate and steel sheet pile feasible, but that steel sheet pile have construction machinery volume is large, be difficult to march into the arena, and the high feature of cost; Therefore not the engineering of particular importance, generally adopt baffle arrangement more.Combination baffle structure closure is poor, and time-consuming taking a lot of work, and speed of application is slower.
Summary of the invention
For above-mentioned situation, for overcoming prior art defect, the present invention's object is just to provide a kind of foundation trench automatic damper, and in the time of can effectively solving urban discharging pipeline construction supporting, supporting and protection structure cost is high, time-consuming taking a lot of work, the problem that speed of application is slow.
The technical scheme that the present invention solves is, comprise panel, crossbeam and double lead-screw, the plug-in formation baffle plate of compoboard on panel He Qi top, on baffle plate, there is crossbeam, on panel, there is the vertical beam being connected with crossbeam, the two ends of double lead-screw are connected between two crossbeams and vertical beam on baffle plate, on vertical beam, be fixed with and be placed in two gripper shoes between panel right-hand member, the right side of gripper shoe is close to be fixed with and is placed in two dividing plates between panel, on the left side wall of gripper shoe, be fixed with propulsion plant, the left end of propulsion plant leans in pipeline opening.
Automatic damper of the present invention is simple in structure, manufactures handling ease, and cost is low, volume is little, can Assembling, meet the condition in avenue construction, meet the feature of the fast transfer of pipeline construction, and combine easy for installation, flexibly, while meet meeting obstruction, adjust position.
Accompanying drawing explanation
Fig. 1 is structural front view of the present invention.
Fig. 2 is that the A-A of Fig. 1 of the present invention is to sectional view.
Fig. 3 be Fig. 1 of the present invention B-B to sectional view.
Fig. 4 is the annexation schematic diagram of hydraulic cylinder of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is elaborated.
By Fig. 1-Fig. 4, provided, the present invention includes panel, crossbeam and double lead-screw, the plug-in formation baffle plate of compoboard 2 on panel 1 He Qi top, on baffle plate, there is crossbeam 3, on panel, there is the vertical beam 4 being connected with crossbeam, the two ends of double lead-screw 5 are connected between two crossbeams and vertical beam on baffle plate, on vertical beam, be fixed with and be placed in two gripper shoes 6 between panel right-hand member, the right side of gripper shoe is close to be fixed with and is placed in two dividing plates 7 between panel, on the left side wall of gripper shoe, be fixed with propulsion plant, the left end of propulsion plant leans in pipeline opening.
Described propulsion plant is comprised of backing plate, protection sleeve, hydraulic cylinder and hydraulic pump, hydraulic cylinder 8 is connected with hydraulic pump, hydraulic cylinder one end is fixed in gripper shoe, on another movable end, be fixed with backing plate 9, on the left surface of backing plate, there is stiffening girder 10, there is the protection sleeve 11 being connected as a single entity in the left side of stiffening girder, and protection sleeve puts in pipeline opening, and stiffening girder withstands on pipeline opening periphery, the described thick 3mm of panel 1, inside is evenly equipped with a plurality of first vertical stiffening rib of spacing 250mm, there is thickening plate 12 lower end of described compoboard 2, and thickening plate is inserted in the inserting groove of panel, described thickening plate 12 is the steel plate that 20mm is thick, described crossbeam 3 and gripper shoe 6 are all to be made by ' work ' shaped steel, described compoboard 2 is to be arranged on same straight line and to be formed by least 3 above rectangle plate bodys, is evenly equipped with a plurality of second vertical stiffening rib 14 of spacing 250mm in compoboard, the thickness of described compoboard 2 is 3mm, is highly 2.0-2.5m, described crossbeam 3 has 3, be placed in respectively the lower end of panel, the upper end of compoboard, junction between panel and compoboard, vertical beam has 2, be placed in respectively left end and the right-hand member of panel, the vertical beam of right-hand member is fixed on the panel on compoboard right side, between the vertical beam top of left end and the crossbeam right-hand member of panel lower end, be connected with acclivitous cant beam 17, the left end of cant beam is connected with whippletree 15 through double lead-screw, whippletree is fixed on the left end of panel, the left end of whippletree is connected with slash 16 upper end, the lower end of slash is tilted to the right and is fixed on the crossbeam left end of panel bottom, the crossbeam left end of panel bottom and the vertical beam lower end of panel left end link together, the right-hand member of described panel 1 is the ramped shaped being tilted to the right, and hole 13 is arranged at right-hand member top, and the length of panel 1 is greater than the length of compoboard.
The present invention is mainly comprised of integral part (claim not only panel), assembled plate (claim not only compoboard), crossbeam, inner support (but also claiming double lead-screw), propulsion plant five parts, integral part is in baffle plate bottom, two side shields and inner support connect into integral body, and height is determined by place major obstacle thing buried depth situation.Top is assembled by assembled plate, convenient dismounting, conversion while being convenient to meet obstruction.Integral part is connected employing slot with assembled plate, be convenient to fast dismantling and remove and installation.Inner support adopts double helix screw mandrel (or hydraulic cylinder).Propulsion plant is comprised of backing plate, hydraulic cylinder, hydraulic pump.
According to construction plant condition, automatic damper can be designed to monolithic or two kinds of patterns of Assembling.While thering is certain self-stable ability according to engineering geological conditions ，Dang stratum, automatic damper integral part is installed after being excavated to projected depth; When stratum does not have self-stable ability completely, after excavation 1-2m, put into integral part, then Bian Wa limit is sunk to, until projected depth.After integral part installs, according to obstruction situation ，Jiang top, top assembled plate, arrange and be arranged in the slot of bottom integral part; After assembled plate installs, crossbeam, inner support are installed in draw-in groove, according to foundation trench width adjustment mariages inner support length.Telescopic hydraulic cylinder is finally installed, and hydraulic cylinder one end is connected in the gripper shoe of integral part, and movable end withstands mounting pipe road junction backing plate.
Using method: after foundation trench excavation certain length, automatic damper is installed, cleaning foundation trench is to pipe laying after designing requirement, and after the 1st pipeline installed, tamped backfill, to requiring absolute altitude, is propped up baffle plate with excavation mechinery tethered sliding; After 2-3 root pipeline is installed, pipeline external surface with banket while thering is larger friction resistant resistance, movable end is bearing in mounted nose end, the mouth of pipe is installed backing plate.After this with foundation trench excavation direction, rely on hydraulic cylinder jacking baffle plate, follow-up excavation supporting foundation trench both sides Tu Bi, keeps soil wall stability in short-term, guarantees pipeline installation quality and construction safety; Driving space meets after the length of single pipe, and indentation hydraulic cylinder is installed pipe; And then repetition previous action, go round and begin again, until a line segment is transferred to next working face after finishing.As larger in propelling resistance, when thrust power is not enough, can partial demolition top combination baffle, or at baffle plate and native wall contact surface coating butter, reduce frictional resistance.When running into less obstruction and cross foundation trench, the place ahead, dismountable top combination baffle, along with propelling is converted and is continued to obstruction rear to use.Integral part overall length, should not be greater than 7.0ml, and protection segment length, gets 0.8ml conventionally; Construction section length, conventionally gets single pipe range and adds suitable installation, is generally not more than 4.0ml; Hydraulic feed device length, gets 0.5-0.8ml conventionally; Driving end-stopping plate length, gets 1.5ml conventionally.Combination baffle height, adopts 2.0-2.5m conventionally; Standing part height is got 2.00m conventionally; Height overall is not more than 4.50m.
When the present invention specifically implements, be to using the degree of depth as 4.5M is as basis, concrete engineering can be according to given calculating and check formula, voluntarily adjustment above.
1), structural meterials is ordinary steel except leading screw.
2), the thick 3mm of integral part panel, vertical stiffening rib 10*50mm, spacing 250mm.
3), assemble thickness of slab 3mm, vertical stiffening rib 6*50mm, spacing 250mm; Assembled plate bottom insertion end adds steel plate with 20mm.
4), ' work ' shaped steel, 6*12mm twice for crossbeam.
5), inner support adopts Φ 68mm double lead-screw (or hydraulic cylinder), is conducive to flexible modulation width, makes full use of, and saves material and cost, increase work efficiency; Meanwhile, when occurring, soil pressure is large especially, causes propelling at need, can suitably turn width down, reduces soil pressure.
6), hydraulic cylinder and hydraulic pump thrust are not less than 300T; Gripper shoe is welded by i iron; Nose end backing plate protective sleeve is made by 8mm steel plate.
Automatic damper of the present invention has following difference compared to shield machine: section configuration is square and for circular; Opened top, does not have closure; Driving is also what to separate with casting system, by ground excavation machine, completes driving.Major function is the effect of stablizing Excavation.Be mainly used in urban discharging pipeline installation; Be applicable to the soft soil layer that loose soil layer and mud, mucky soil etc. easily drift sand occur, cave in, groundwater table is especially applicable below, has particularly considered a difficult problem for the old pipeline complexity in city.The present invention has saved a large amount of artificial, has improved efficiency of construction; Reduced spillage of material; Reduced from many aspects cost.
Claims (10)
1. a foundation trench automatic damper, comprise panel, crossbeam and double lead-screw, it is characterized in that, the plug-in formation baffle plate of compoboard (2) on panel (1) He Qi top, on baffle plate, there is crossbeam (3), on panel, there is the vertical beam (4) being connected with crossbeam, the two ends of double lead-screw (5) are connected between two crossbeams and vertical beam on baffle plate, on vertical beam, be fixed with and be placed in two gripper shoes (6) between panel right-hand member, the right side of gripper shoe is close to be fixed with and is placed in two dividing plates (7) between panel, on the left side wall of gripper shoe, be fixed with propulsion plant, the left end of propulsion plant leans in pipeline opening.
2. foundation trench automatic damper according to claim 1; it is characterized in that; described propulsion plant is comprised of backing plate, protection sleeve, hydraulic cylinder and hydraulic pump; hydraulic cylinder (8) is connected with hydraulic pump, and hydraulic cylinder one end is fixed in gripper shoe, is fixed with backing plate (9) on another movable end; on the left surface of backing plate, there is stiffening girder (10); there is the protection sleeve (11) being connected as a single entity in the left side of stiffening girder, and protection sleeve puts in pipeline opening, and stiffening girder withstands on pipeline opening periphery.
3. foundation trench automatic damper according to claim 1, is characterized in that, the thick 3mm of described panel (1), and inside is evenly equipped with a plurality of first vertical stiffening rib of spacing 250mm.
4. foundation trench automatic damper according to claim 1, is characterized in that, there is thickening plate (12) lower end of described compoboard (2), and thickening plate is inserted in the inserting groove of panel.
5. foundation trench automatic damper according to claim 4, is characterized in that, described thickening plate (12) is the steel plate that 20mm is thick.
6. foundation trench automatic damper according to claim 1, is characterized in that, described crossbeam (3) and gripper shoe (6) are all to be made by ' work ' shaped steel.
7. foundation trench automatic damper according to claim 1, it is characterized in that, described compoboard (2) is to be arranged on same straight line and to be formed by least 3 above rectangle plate bodys, is evenly equipped with a plurality of second vertical stiffening rib (14) of spacing 250mm in compoboard.
8. foundation trench automatic damper according to claim 1, is characterized in that, the thickness of described compoboard (2) is 3mm, is highly 2.0-2.5m.
9. foundation trench automatic damper according to claim 1, it is characterized in that, described crossbeam (3) has 3, be placed in respectively the lower end of panel, the upper end of compoboard, junction between panel and compoboard, vertical beam has 2, be placed in respectively left end and the right-hand member of panel, the vertical beam of right-hand member is fixed on the panel on compoboard right side, between the vertical beam top of left end and the crossbeam right-hand member of panel lower end, be connected with acclivitous cant beam (17), the left end of cant beam is connected with whippletree (15) through double lead-screw, whippletree is fixed on the left end of panel, the left end of whippletree is connected with the upper end of slash (16), the lower end of slash is tilted to the right and is fixed on the crossbeam left end of panel bottom, the crossbeam left end of panel bottom and the vertical beam lower end of panel left end link together.
10. foundation trench automatic damper according to claim 1, is characterized in that, the right-hand member of described panel (1) is the ramped shaped being tilted to the right, and hole (13) is arranged at right-hand member top, and the length of panel (1) is greater than the length of compoboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210534262.7A CN102966169B (en) | 2012-12-12 | 2012-12-12 | Automatic baffle of foundation ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210534262.7A CN102966169B (en) | 2012-12-12 | 2012-12-12 | Automatic baffle of foundation ditch |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102966169A CN102966169A (en) | 2013-03-13 |
| CN102966169B true CN102966169B (en) | 2014-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210534262.7A Expired - Fee Related CN102966169B (en) | 2012-12-12 | 2012-12-12 | Automatic baffle of foundation ditch |
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| Country | Link |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476339A (en) * | 2017-08-23 | 2017-12-15 | 中国铁建重工集团有限公司 | A kind of piping lane Operation Van |
| CN107503374A (en) * | 2017-08-23 | 2017-12-22 | 中国铁建重工集团有限公司 | A kind of piping lane Operation Van |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3938765A1 (en) * | 1989-11-23 | 1991-05-29 | Bilfinger Berger Bau | Drainage pipe renewal process - uses driving tube surrounding old pipe and fitted with guide body |
| CN2512841Y (en) * | 2001-11-09 | 2002-09-25 | 李学林 | Mounting and seam filling self control support inner mold for concrete flat joint mouth pipe |
| JP3940689B2 (en) * | 2003-03-24 | 2007-07-04 | 前田製管株式会社 | Box culvert construction apparatus and box culvert construction method |
| CN201785758U (en) * | 2010-07-30 | 2011-04-06 | 上海市第五建筑有限公司 | Foundation pit supporting system |
| CN202390844U (en) * | 2011-12-28 | 2012-08-22 | 中国十七冶集团有限公司 | Detachable reinforcing device for supporting pile of deep foundation pit |
| CN102562094B (en) * | 2012-01-10 | 2014-02-12 | 中铁隧道集团有限公司 | Cast-in-place construction method for support structure of tunnel groove formwork |
| CN202543948U (en) * | 2012-05-08 | 2012-11-21 | 中冶建工集团有限公司 | Support device for excavation of deep foundation pit of piping trench of urban main road |
| CN202945681U (en) * | 2012-12-12 | 2013-05-22 | 邹进昭 | Automatic baffle for foundation trench |
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2012
- 2012-12-12 CN CN201210534262.7A patent/CN102966169B/en not_active Expired - Fee Related
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| CN102966169A (en) | 2013-03-13 |
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