CN106049415B - Drain bar in a kind of reinforced soft soil ground equipment plugs equipment - Google Patents

Drain bar in a kind of reinforced soft soil ground equipment plugs equipment Download PDF

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Publication number
CN106049415B
CN106049415B CN201610657141.XA CN201610657141A CN106049415B CN 106049415 B CN106049415 B CN 106049415B CN 201610657141 A CN201610657141 A CN 201610657141A CN 106049415 B CN106049415 B CN 106049415B
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CN
China
Prior art keywords
pressing plate
drain bar
plate
pile pipe
sleeve
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Application number
CN201610657141.XA
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Chinese (zh)
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CN106049415A (en
Inventor
丁海峰
杨晓锋
瞿祖华
马建兵
金华
曹水红
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Tongzhou Jianzong Group Co., Ltd.
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TONGZHOU JIANZONG GROUP CO Ltd
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention relates to building field, and in particular to drain bar in a kind of reinforced soft soil ground equipment plugs equipment.It is used to be connected to the elastic component for making pressing plate rotate around pin joint to the pressing plate and pressing plate that are pressed on drain bar including being symmetrically hinged with two row in the internal sleeve pile pipe with guide plate chamber, the back taper pile crown positioned at sleeve pile pipe bottom, the guide plate chamber cavity wall;The back taper pile crown includes the two panels pile crown plate that locally overlapping and lower end can close or be open.The elastic component includes two connecting rods being arranged in respectively on two row pressing plates, the synchronous connecting plate being removably attachable at the top of two connecting rods.The application is simple in construction, cost is low, easy to operate, and operating efficiency is high, plugs that small steady quality, soil-entering resistance, simple in construction, security reliability and versatility are good, applied widely, and cost is low, is hardly damaged, and replacement cost is small after damage.

Description

Drain bar in a kind of reinforced soft soil ground equipment plugs equipment
Technical field
The present invention relates to building field, and in particular to drain bar in a kind of reinforced soft soil ground equipment plugs equipment.
Background technology
During to Soft Ground, plate equipment construction operation mechanism is essential.At present, it is common various During the plate equipment construction operation mechanism construction operation of form, there is operating efficiency it is low, plug that quality is unstable, soil-entering resistance The technical problems such as greatly, complicated, security reliability and poor universality, scope of application limitation are big.And existing equipment structure is answered Miscellaneous, cost is high, and fragile, replacement cost greatly improves after damage.
The content of the invention
The purpose of the present invention is to provide a kind of drain bar simple in construction, easy to operate, that resistance is small regarding to the issue above to insert If mechanism.
The present invention above-mentioned technical purpose technical scheme is that:
Drain bar in a kind of reinforced soft soil ground equipment plugs equipment, including the internal sleeve stake with guide plate chamber Pipe, the back taper pile crown positioned at sleeve pile pipe bottom, two row are symmetrically hinged with for being pressed in drain bar in the guide plate chamber cavity wall On pressing plate, the elastic component that makes pressing plate be rotated around pin joint is connected to pressing plate;It is local that the back taper pile crown includes two panels The pile crown plate that overlapping and lower end can close or be open, each column pressing plate are comprised at least respectively positioned at three pieces of guide plate chamber upper, middle and lower portion Pressing plate, the elastic component include four connecting rods being arranged in respectively on two row pressing plates, are removably attachable to two companies Synchronous connecting plate at the top of bar, two connecting rods are symmetrically equipped with each column pressing plate, are formed between two connecting rods of a row pressing plate For through the importing gap of the drain bar, the sleeve pile pipe top to be additionally provided with pile pulling hole or positioned at sleeve pile pipe outer wall Pile pulling edge on face, along to enclose the circle edge in sleeve pile pipe outside wall surface, the circle is evenly equipped with several along bottom for the pile pulling Rise and pull out mating groove, the circle is 10-30cm along the distance to the sleeve pile pipe upper surface.
Rise pull out mating groove can promote sleeve pile pipe instrument coordinate it is more firm, be easy to pile pipe.Circle is easy along top is set Fractureing or turn over and stick up, circle is 10-30cm along the distance to the sleeve pile pipe upper surface, both ensure that sleeve pile pipe was hardly damaged, In turn ensure that has enough power branch stake tools when pulling out.
Preferably, the stair-stepping slot pressing plate that width from top to bottom reduces successively is offered in the guide plate chamber cavity wall Mounting groove, the pressing plate in same row are sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove, from top to bottom set successively The hinged end width for the pressing plate put reduces successively.
Preferably, the sleeve pile pipe tip shelf is provided with the force bearing plate above the synchronous connecting plate, the synchronization Connecting plate upper surface is posted by the force bearing plate bottom surface.
Preferably, the notch for passing the drain bar, the notch and institute are offered at the top of the sleeve pile pipe It is corresponding to state importing interstitial site.
Preferably, the pile crown plate includes the mother that bottom has pointed stake head and female groove is provided with above pointed stake head Plate and bottom have the daughter board for the positive stop strip being adapted to female groove.
Cause because the power pushed up upwards causes female, daughter board occlusion to separate under lower stake female groove and coordinating for positive stop strip, And pointed stake head is only positioned on motherboard and also ensure that lower stake is more laborsaving, conveniently.
Preferably, the sleeve pile pipe is rectangular tube, the motherboard, the both sides of daughter board are each provided with a mud guard, and Mud guard on the motherboard and daughter board positioned at the same side has an overlapping gear seam portion, the apical lateral of the motherboard and daughter board with The sleeve pile pipe Basolateral is hinged, the top inner side of the motherboard and daughter board and formation pair on the inside of the sleeve pile pipe bottom The confined planes of pressure.
Preferably, the female groove is the tipper towards daughter board opening.
Preferably, up-thin-low-thick square even power platform is installed with the force bearing plate, the square even power platform bottom surface side Edge exceeds or the sleeve pile pipe top end face outer of aliging.
Square even power platform ensure that sleeve pile pipe uniform force in down tube.
Preferably, limit spacing platform is provided with below each pressing plate hinge point in the guide plate chamber cavity wall, The pole limiting stand is triangle platform, is provided with the pressing plate for through a word length hole of the connecting rod, on the connecting rod It is provided with multigroup limit assembly with two spacing cylinder blend stops being located at respectively at the top and bottom of the pressing plate.
The setting in one word length hole enables connecting rod to slide guarantee pressing plate smooth rotation in a word length hole.
Bent preferably, the drain bar bottom is provided with the reserved precompressed section of formation in the back taper pile crown, the stake Mud embedded hole is entered in position in head plate higher than the reserved precompressed section provided with several.
In summary, the invention has the advantages that:
1st, the drain bar of pre-buried length is first put into guide plate intracavitary by the application, then pressing plate is pressed in into guide plate chamber center and determined Position, it then will plug mechanism and squeeze into soil to behind precalculated position, elastic component being pulled up so that press plate rotary is no longer pressed in leads On plate chamber, then the drain bar to a certain amount of length of guide plate intracavitary feeding, then sleeve pile pipe is pulled out upwards, mothers and sons while pulling out upwards Plate is automatically separated, and drain bar is not rewinded and stayed in stake hole, and sleeve pile pipe is thoroughly extracted and cuts drain bar from pile crown bottom after stake is cheated, Drain bar plugs completion, then stake hole is backfilled.The setting for entering mud embedded hole may be such that bottom enters one when underthrust covers pile pipe A little mud amounts, are pressed in reserved precompressed section, carry out precompressed positioning to drain bar bottom, ensure that drain bar is buried and require depth, Resistance when effectively preventing from rewinding, while can also reduce lower stake, also may be such that when playing sleeve pile pipe female, daughter board self gravitation with And be smoothly detached under the pressure of the mud entered, ensure that pile crown plate is opened and realize drain bar stream in stake hole.
2nd, the application is simple in construction, cost is low, easy to operate, operating efficiency is high, it is small to plug steady quality, soil-entering resistance, Simple in construction, security reliability and versatility are good, applied widely, and cost is low, is hardly damaged, and replacement cost is small after damage.
3rd, wear that the structural stability of two connecting rods is more preferable, and intensity is higher on each pressing plate, and be easy to the arrangement of drain bar. Stair-stepping slot pressing plate mounting groove is easy to the pressing plate of pressing plate, pressing plate worked good with connecting rod after again at the top of sleeve pile pipe insertion with Slot pressing plate mounting groove coordinates, and the pressing plate of different hinged place width is stuck in different stages successively, and a row pressing plate can once simultaneously It is wide also more convenient into installation, dismounting.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention;
Fig. 2 is pile crown plate structure schematic diagram;
Fig. 3 is pressing plate and bar linkage structure schematic diagram;
Fig. 4 is sleeve pile pipe structural representation one;
Fig. 5 is sleeve pile pipe structural representation two.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this All protected in the right of invention by Patent Law.
Embodiment:
Drain bar in a kind of reinforced soft soil ground equipment plugs equipment, including the internal sleeve pile pipe with guide plate chamber 1st, the back taper pile crown 2 positioned at sleeve pile pipe bottom, two row be symmetrically hinged with the guide plate chamber cavity wall be used for being pressed in drain bar Pressing plate 9 and pressing plate on 10 are connected to the elastic component for making pressing plate be rotated around pin joint;The back taper pile crown includes two panels office The pile crown plate that portion overlaps and lower end can close or be open, each column pressing plate comprises at least is located at the three of guide plate chamber upper, middle and lower portion respectively Block pressur plate, the elastic component include four connecting rods 3 being arranged in respectively on two row pressing plates, are removably attachable to described in two Synchronous connecting plate 4 at the top of connecting rod, is symmetrically equipped with two connecting rods on each column pressing plate, shape between two connecting rods of a row pressing plate Into for being additionally provided with pile pulling hole through the importing gap of the drain bar, the sleeve pile pipe top or outside sleeve pile pipe Pile pulling is along 12 on wall.The pile pulling is along being to enclose the circle edge in sleeve pile pipe outside wall surface, if the circle is evenly equipped with along bottom Dry is pulled out mating groove, and the circle is 10-30cm along the distance to the sleeve pile pipe upper surface.
The stair-stepping slot pressing plate mounting groove 92 that width from top to bottom reduces successively is offered in the guide plate chamber cavity wall, Pressing plate in same row is sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove, the pressure from top to bottom set gradually The hinged end width of plate reduces successively.
The sleeve pile pipe tip shelf is provided with the force bearing plate 51 above the synchronous connecting plate, the synchronous connecting plate upper end Face is posted by the force bearing plate bottom surface.
The notch 11 for passing the drain bar is offered at the top of the sleeve pile pipe, between the notch and the importing Gap position correspondence.
The pile crown plate includes the He of motherboard 21 that bottom has pointed stake first 211 and female groove is provided with above pointed stake head Bottom has the daughter board 22 for the positive stop strip 221 being adapted to female groove.
The sleeve pile pipe is rectangular tube, and the motherboard, the both sides of daughter board are each provided with a mud guard 23, and the motherboard There is overlapping gear seam portion, apical lateral and the sleeve of the motherboard and daughter board with the mud guard for being located at the same side on daughter board Pile pipe Basolateral is hinged, and the top inner side of the motherboard and daughter board on the inside of the sleeve pile pipe bottom with forming to the spacing of pressure Face 6.
The female groove is the tipper towards daughter board opening.
Be installed with up-thin-low-thick square even power platform 7 on the force bearing plate, the square even power platform bottom surface edge exceed or Align the sleeve pile pipe top end face outer.
In the guide plate chamber cavity wall limit spacing platform 8, the limit are provided with below each pressing plate hinge point Position platform is triangle platform, is provided with the pressing plate for through a word length hole 91 of the connecting rod, being provided with the connecting rod Multigroup limit assembly with two spacing cylinder blend stops 31 being located at respectively at the top and bottom of the pressing plate.
The setting in one word length hole enables connecting rod to slide guarantee pressing plate smooth rotation in a word length hole.
The drain bar bottom, which is provided with, to be bent in the reserved precompressed section 101 of formation in the back taper pile crown, the pile crown plate Mud embedded hole 24 is entered in position higher than the reserved precompressed section 101 provided with several.
The drain bar of pre-buried length is first put into guide plate intracavitary by the application, then pressing plate is pressed in into guide plate chamber center and determined Position, it then will plug mechanism and squeeze into soil to behind precalculated position, elastic component being pulled up so that press plate rotary is no longer pressed in leads On plate chamber, then the drain bar to a certain amount of length of guide plate intracavitary feeding, then sleeve pile pipe is pulled out upwards, mothers and sons while pulling out upwards Plate is automatically separated, and drain bar is not rewinded and stayed in stake hole, and sleeve pile pipe is thoroughly extracted and cuts drain bar from pile crown bottom after stake is cheated, Drain bar plugs completion, then stake hole is backfilled.The setting for entering mud embedded hole may be such that bottom enters one when underthrust covers pile pipe A little mud amounts, are pressed in reserved precompressed section, carry out precompressed positioning to drain bar bottom, ensure that drain bar is buried and require depth, Resistance when effectively preventing from rewinding, while can also reduce lower stake.

Claims (8)

1. drain bar in a kind of reinforced soft soil ground equipment plugs equipment, it is characterised in that:There is guide plate chamber including inside Sleeve pile pipe(1), back taper pile crown positioned at sleeve pile pipe bottom(2), be symmetrically hinged with two row use in the guide plate chamber cavity wall In to being pressed in drain bar(10)On pressing plate(9)And pressing plate is connected to the elastic component for making pressing plate be rotated around pin joint;It is described Back taper pile crown includes the two panels pile crown plate that locally overlapping and lower end can close or be open, and each column pressing plate is comprised at least to be located at respectively and led Three block pressur plates in plate chamber upper, middle and lower portion, the elastic component include four connecting rods being arranged on two row pressing plates(3), it is detachable Ground is connected to the synchronous connecting plate at the top of two connecting rods(4), two connecting rods are symmetrically equipped with each column pressing plate, a row pressing plate Formed between two connecting rods for through the importing gap of the drain bar, the sleeve pile pipe top, which is additionally provided with, to be located at Pile pulling edge in sleeve pile pipe outside wall surface(12), the pile pulling edge is to enclose the circle edge in sleeve pile pipe outside wall surface, the circle edge Bottom, which is evenly equipped with several, rises and pulls out mating groove, and the circle is 10-30cm along the distance to the sleeve pile pipe upper surface;It is described The stair-stepping slot pressing plate mounting groove that width from top to bottom reduces successively is offered in guide plate chamber cavity wall(92), in same row Pressing plate be sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove, the hinged end of the pressing plate from top to bottom set gradually Width reduces successively;The pile crown plate, which includes bottom, has pointed stake head(211)And it is provided with female groove above pointed stake head Motherboard(21)There is the positive stop strip being adapted to female groove with bottom(221)Daughter board(22).
2. drain bar in a kind of reinforced soft soil ground equipment plugs equipment according to claim 1, it is characterised in that:Institute State the force bearing plate that sleeve pile pipe tip shelf is provided with above the synchronous connecting plate(51), the synchronous connecting plate upper surface is posted by The force bearing plate bottom surface.
3. drain bar in a kind of reinforced soft soil ground equipment plugs equipment according to claim 2, it is characterised in that:Institute State the notch offered at the top of sleeve pile pipe for passing the drain bar(11), the notch with it is described importing interstitial site pair Should.
4. drain bar in a kind of reinforced soft soil ground equipment plugs equipment according to claim 1, it is characterised in that:Institute It is rectangular tube to state sleeve pile pipe, and the motherboard, the both sides of daughter board are each provided with a mud guard(23), and on the motherboard and daughter board Mud guard positioned at the same side has overlapping gear seam portion, the apical lateral of the motherboard and daughter board and the sleeve pile pipe bottom Outside is hinged, and the top inner side of the motherboard and daughter board is with forming the confined planes to pressure on the inside of the sleeve pile pipe bottom(6).
5. drain bar in a kind of reinforced soft soil ground equipment plugs equipment according to claim 4, it is characterised in that:Institute It is the tipper towards daughter board opening to state female groove.
6. drain bar in a kind of reinforced soft soil ground equipment according to Claims 2 or 3 plugs equipment, its feature exists In:Up-thin-low-thick square even power platform is installed with the force bearing plate(7), the square even power platform bottom surface edge exceeds or alignd The sleeve pile pipe top end face outer.
7. drain bar in a kind of reinforced soft soil ground equipment according to Claims 2 or 3 plugs equipment, its feature exists In:In the guide plate chamber cavity wall limit spacing platform is provided with below each pressing plate hinge point(8), the limit spacing Platform is triangle platform, is provided with the pressing plate for through a word length hole of the connecting rod(91), it is provided with the connecting rod It is multigroup that there are two spacing cylinder blend stops being located at respectively at the top and bottom of the pressing plate(31)Limit assembly.
8. the plugging for drain bar in a kind of reinforced soft soil ground equipment according to claim 2-5 any claims sets It is standby, it is characterised in that:The drain bar bottom, which is provided with, to be bent in the reserved precompressed section of formation in the back taper pile crown(101), it is described It is higher than the reserved precompressed section on pile crown plate(101)Position enter mud embedded hole provided with several(24).
CN201610657141.XA 2016-08-12 2016-08-12 Drain bar in a kind of reinforced soft soil ground equipment plugs equipment Active CN106049415B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610657141.XA CN106049415B (en) 2016-08-12 2016-08-12 Drain bar in a kind of reinforced soft soil ground equipment plugs equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610657141.XA CN106049415B (en) 2016-08-12 2016-08-12 Drain bar in a kind of reinforced soft soil ground equipment plugs equipment

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CN106049415B true CN106049415B (en) 2018-02-09

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088090B (en) * 2016-08-12 2018-01-05 浙江乔兴建设集团有限公司 A kind of drain bar installation aiding device

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090196691A1 (en) * 2008-02-01 2009-08-06 June Construction Co., Ltd Drain board installing device without anchor plate
CN201358455Y (en) * 2009-02-06 2009-12-09 江苏南水土建工程公司 Manual drainage plate inserting device for treating soft foundation by dredging and filling sludge
CN103410138A (en) * 2013-06-09 2013-11-27 浙江省围海建设集团宁波宏阳建设有限公司 Multifunctional automatic pile head for allowing plastic drainage plate to be inserted
CN204551427U (en) * 2015-02-26 2015-08-12 武汉二航路桥特种工程有限责任公司 A kind of novel plastic band drain construction equipment
CN105442525A (en) * 2015-12-31 2016-03-30 浙江宏力阳生态建设股份有限公司 Inserting mechanism for plastic drainage plate
CN106088090A (en) * 2016-08-12 2016-11-09 浙江乔兴建设集团有限公司 A kind of draining board installation aiding device
CN206110131U (en) * 2016-08-12 2017-04-19 浙江乔兴建设集团有限公司 Drain bar cabling device
CN206110111U (en) * 2016-08-12 2017-04-19 浙江乔兴建设集团有限公司 Drain bar during soft soil foundation reinforcement equips insert equipment of establishing

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100713652B1 (en) * 2006-09-27 2007-05-02 주식회사 준건설 Support pressing device for drain casing of a excavator

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090196691A1 (en) * 2008-02-01 2009-08-06 June Construction Co., Ltd Drain board installing device without anchor plate
CN201358455Y (en) * 2009-02-06 2009-12-09 江苏南水土建工程公司 Manual drainage plate inserting device for treating soft foundation by dredging and filling sludge
CN103410138A (en) * 2013-06-09 2013-11-27 浙江省围海建设集团宁波宏阳建设有限公司 Multifunctional automatic pile head for allowing plastic drainage plate to be inserted
CN204551427U (en) * 2015-02-26 2015-08-12 武汉二航路桥特种工程有限责任公司 A kind of novel plastic band drain construction equipment
CN105442525A (en) * 2015-12-31 2016-03-30 浙江宏力阳生态建设股份有限公司 Inserting mechanism for plastic drainage plate
CN106088090A (en) * 2016-08-12 2016-11-09 浙江乔兴建设集团有限公司 A kind of draining board installation aiding device
CN206110131U (en) * 2016-08-12 2017-04-19 浙江乔兴建设集团有限公司 Drain bar cabling device
CN206110111U (en) * 2016-08-12 2017-04-19 浙江乔兴建设集团有限公司 Drain bar during soft soil foundation reinforcement equips insert equipment of establishing

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CB03 Change of inventor or designer information

Inventor after: Ding Haifeng

Inventor after: Yang Xiaofeng

Inventor after: Ji Zuhua

Inventor after: Ma Jianbing

Inventor after: Jin Hua

Inventor after: Cao Shuihong

Inventor before: Zhang Jun

Inventor before: Wang Zhaoguo

Inventor before: Zhang Siyi

Inventor before: Wu Ye

Inventor before: Zhang Haojie

Inventor before: Li Jie

CB03 Change of inventor or designer information
TA01 Transfer of patent application right

Effective date of registration: 20180110

Address after: 226399 Century Avenue 998, Nantong high tech Zone, Jiangsu Province

Applicant after: Tongzhou Jianzong Group Co., Ltd.

Address before: Yang Shu Lu Wuxing District 313000 Zhejiang city of Huzhou province No. 18 building 4

Applicant before: ZHEJIANG QIAOXING CONSTRUCTION GROUP CO., LTD.

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