CN106049415A - Drain plate penetrating device for soft soil foundation reinforcement device - Google Patents
Drain plate penetrating device for soft soil foundation reinforcement device Download PDFInfo
- Publication number
- CN106049415A CN106049415A CN201610657141.XA CN201610657141A CN106049415A CN 106049415 A CN106049415 A CN 106049415A CN 201610657141 A CN201610657141 A CN 201610657141A CN 106049415 A CN106049415 A CN 106049415A
- Authority
- CN
- China
- Prior art keywords
- plate
- pressing plate
- draining board
- pile
- soft soil
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- 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 invention relates to the field of buildings, in particular to a drain plate penetrating device for a soft soil foundation reinforcement device. The drain plate penetrating device comprises inserting and sleeving pile pipes, inverted cone pile heads, two rows of pressing plates and an elastic component. Plate guiding cavities are formed inside the inserting and sleeving pile pipes. The inverted cone pile heads are located at the bottoms of the inserting and sleeving pile pipes. The pressing plates oppositely pressed on a drain plate are symmetrically hinged to the walls of the plate guiding cavities. The elastic component is connected with the pressing plates and is used for enabling the pressing plates to rotate around the hinged points. Each inverted cone pile head comprises two pile head plates. The parts of the pile head plates are overlapped. The lower ends of the pile head plates can be closed or opened. The elastic component comprises two connecting rods and a synchronous connecting plate. The two connecting rods respectively penetrate through the two rows of pressing plates. The synchronous connecting plate is detachably connected to the tops of the two connecting rods. The drain plate penetrating device is simple in structure, low in cost, convenient to operate, high in working efficiency, stable in penetrating quality, small in penetrating resistance, high in safety and reliability, high in generality, and wide in application range, and the drain plate penetrating device is not prone to be damaged, and the replacement cost is low after the drain plate penetrating device is damaged.
Description
Technical field
The present invention relates to building field, be specifically related to the draining board in a kind of reinforced soft soil ground equipment plugs equipment.
Background technology
During to Soft Ground, it is essential that construction operation mechanism equipped by plate.At present, common various
When construction operation mechanism construction operation equipped by the plate of form, there is inefficiency, plug quality instability, soil-entering resistance
The technical problems such as greatly, structure is complicated, security reliability and poor universality, scope of application limitation are big.And existing equipment structure is multiple
Miscellaneous, cost is high, and fragile, after damage, replacement cost is greatly improved.
Summary of the invention
The draining board that it is an object of the invention to provide a kind of simple in construction for the problems referred to above, easy to operate, resistance is little is inserted
If mechanism.
The above-mentioned technical purpose of the present invention has the technical scheme that
A kind of reinforced soft soil ground equipment in draining board plug equipment, including inside, there is the sleeve pile pipe in guide plate chamber, position
In back taper pile crown bottom sleeve pile pipe, described guide plate chamber cavity wall, symmetry is hinged with two row for the pressure being pressed on draining board
Plate and pressing plate are connected to the degree of tightness assembly making pressing plate rotate around pin joint；Described back taper pile crown include two panels local overlapping and
Lower end can close or the pile crown plate of opening, and each column pressing plate at least includes three block pressur plates laying respectively at upper, middle and lower portion, guide plate chamber,
Described degree of tightness assembly includes two connecting rods being arranged in respectively on two row pressing plates, is removably attachable to two described connecting rod tops
Synchronization connecting plate, on each column pressing plate, symmetry is equipped with two connecting rods, between two described connecting rods of string pressing plate formed be used for wearing
Crossing the importing gap of described draining board, described sleeve pile pipe top is additionally provided with pile pulling hole or be positioned in sleeve pile pipe outside wall surface and pulls out
Stake edge, described pile pulling is along for enclose the circle edge being located in sleeve pile pipe outside wall surface, and described circle is evenly equipped with several and rises to pull out and join along bottom
Closing groove, described circle is 10-30cm along the distance to described sleeve pile pipe upper surface.
Rise pull out mating groove can promote sleeve pile pipe instrument coordinate more firm, it is simple to rise pile pipe.Circle is easy along setting top
Fractureing or turn over and stick up, circle is 10-30cm along the distance to described sleeve pile pipe upper surface, both ensure that sleeve pile pipe was hardly damaged,
In turn ensure that and when pulling out, had enough power to prop up stake tool.
As preferably, described guide plate chamber cavity wall offers the stair-stepping slot pressing plate that width from top to bottom reduces successively
Mounting groove, is sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove with the pressing plate in string, sets the most successively
The hinged end width of the pressing plate put reduces successively.
As preferably, described sleeve pile pipe tip shelf is provided with the force bearing plate being positioned at above described synchronization connecting plate, described synchronization
Connecting plate upper surface is posted by described force bearing plate bottom surface.
As preferably, described sleeve pile pipe top offers the notch for passing described draining board, described notch and institute
State importing interstitial site corresponding.
As preferably, described pile crown plate includes that bottom has pointed stake head and is positioned at the mother being provided above female groove of pointed stake head
Plate and bottom have the daughter board of the positive stop strip adaptive with female groove.
The cooperation of female groove and positive stop strip makes under lower stake the power owing to upwards pushing up that mother, daughter board occlusion can not be separated,
And pointed stake head is only positioned on motherboard and also ensure that lower stake is more laborsaving, convenient.
As preferably, described sleeve pile pipe is rectangular tube, and described motherboard, the both sides of daughter board are each provided with a mud guard, and
The mud guard being positioned at the same side on described motherboard and daughter board has overlapping gear seam portion, outside the top of described motherboard and daughter board with
Described sleeve pile pipe Basolateral is hinged, and it is right to be formed inside the top inner side of described motherboard and daughter board and described sleeve pile pipe bottom
The confined planes of pressure.
As preferably, described female groove is the tipper towards daughter board opening.
As preferably, described force bearing plate is installed with up-thin-low-thick square even power platform, limit, described square even power platform bottom surface
Along exceeding or described sleeve pile pipe top end face outer of aliging.
Square even power platform ensure that sleeve pile pipe uniform force when down tube.
As preferably, the lower section that described guide plate chamber cavity wall is positioned at each pressing plate hinge point is provided with limit limiting stand,
Described pole limiting stand is triangle platform, described pressing plate is provided with for the word length hole through described connecting rod, on described connecting rod
It is provided with the many groups of limit assemblies with two spacing cylinder blend stops laying respectively at described pressing plate top and bottom.
The setting in one word length hole make connecting rod can slide in a word length hole guarantee pressing plate smooth rotation.
As preferably, it is provided with bottom described draining board to bend to be formed in described back taper pile crown and reserves precompressed section, described stake
It is provided with several higher than the position of described reserved precompressed section in head plate and enters mud embedded hole.
In sum, the method have the advantages that
1, guide plate intracavity first put into by the draining board of pre-buried length by the application, then pressing plate is pressed in center, guide plate chamber positions,
Then will plug mechanism and squeeze into soil to behind precalculated position, and degree of tightness assembly be pulled up and is no longer pressed in guide plate chamber so that press plate rotary
On, then the draining board to the guide plate intracavity a certain amount of length of feeding, then sleeve pile pipe is upwards pulled out, while upwards pulling out, mother and sons' plate is certainly
Dynamic separation, draining board does not rewinds and stays in stake hole, and sleeve pile pipe is thoroughly extracted after stake is cheated from cutting off draining board, draining at the bottom of pile crown
Plate has plugged, then backfills stake hole.The setting entering mud embedded hole can make to enter some mud bottom when lower sleeve pile pipe
Amount, is pressed in reserved precompressed section, draining board bottom is carried out precompressed location, it is ensured that draining board is buried underground and required the degree of depth, the most effectively
Prevent from rewinding, also can reduce resistance during lower stake simultaneously, when playing sleeve pile pipe, mother, daughter board also can be made in self gravitation and institute
It is smoothly detached under the pressure of the mud entered, it is ensured that pile crown plate is opened and realized draining plate current in stake is cheated.
2, the application simple in construction, low cost, easy to operate, work efficiency is high, plug steady quality, soil-entering resistance is little,
Simple in construction, security reliability and versatility are good, applied widely, and low cost is hardly damaged, and after damage, replacement cost is little.
3, the structural stability wearing two connecting rods on each pressing plate is more preferable, and intensity is higher, and is easy to the layout of draining board.
Stair-stepping slot pressing plate mounting groove is easy to the pressing plate of pressing plate, pressing plate and connecting rod insert from sleeve pile pipe top again after working good with
Slot pressing plate mounting groove coordinates, and the pressing plate of different hinged places width is stuck in different stage successively, and string pressing plate can the most once
Wide one-tenth is installed, and dismantles the most more convenient.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
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.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art
The present embodiment can be made after reading this specification by member as required does not has the amendment of creative contribution, but as long as at this
All protected by Patent Law in the right of invention.
Embodiment:
A kind of reinforced soft soil ground equipment in draining board plug equipment, including inside, there is the sleeve pile pipe 1 in guide plate chamber, position
In back taper pile crown 2 bottom sleeve pile pipe, described guide plate chamber cavity wall, symmetry is hinged with two row for being pressed in draining board 10
Pressing plate 9 and pressing plate be connected to the degree of tightness assembly that makes pressing plate rotate around pin joint；Described back taper pile crown includes that two panels local is handed over
Folding and lower end can close or the pile crown plate of opening, each column pressing plate at least includes the three pieces of pressures laying respectively at upper, middle and lower portion, guide plate chamber
Plate, described degree of tightness assembly includes two connecting rods 3 being arranged in respectively on two row pressing plates, is removably attachable to two described connecting rods
The synchronization connecting plate 4 at top, on each column pressing plate, symmetry is equipped with two connecting rods, is formed and use between two described connecting rods of string pressing plate
In the importing gap through described draining board, described sleeve pile pipe top is additionally provided with pile pulling hole or is positioned at sleeve pile pipe outside wall surface
Upper pile pulling is along 12.Described pile pulling is along for enclose the circle edge being located in sleeve pile pipe outside wall surface, and described circle is evenly equipped with several along bottom
Rising and pull out mating groove, described circle is 10-30cm along the distance to described 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 cavity wall of described guide plate chamber,
It is sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove with the pressing plate in string, the pressure from top to bottom set gradually
The hinged end width of plate reduces successively.
Described sleeve pile pipe tip shelf is provided with the force bearing plate 51 being positioned at above described synchronization connecting plate, described synchronization connecting plate upper end
Face is posted by described force bearing plate bottom surface.
Described sleeve pile pipe top offers the notch 11 for passing described draining board, between described notch and described importing
Gap position is corresponding.
Described pile crown plate includes that bottom has pointed stake head 211 and is positioned at motherboard 21 He being provided above female groove of pointed stake head
Bottom has the daughter board 22 of the positive stop strip 221 adaptive with female groove.
Described sleeve pile pipe is rectangular tube, and described motherboard, the both sides of daughter board are each provided with a mud guard 23, and described motherboard
With the mud guard being positioned at the same side on daughter board, there is overlapping gear seam portion, with described sleeve outside the top of described motherboard and daughter board
Pile pipe Basolateral is hinged, and formed pressure inside the top inner side of described motherboard and daughter board and described sleeve pile pipe bottom is spacing
Face 6.
Described female groove is the tipper towards daughter board opening.
Be installed with up-thin-low-thick square even power platform 7 on described force bearing plate, edge, described square even power platform bottom surface beyond or
Align described sleeve pile pipe top end face outer.
The lower section being positioned at each pressing plate hinge point in the cavity wall of described guide plate chamber is provided with limit limiting stand 8, the described limit
Position platform is triangle platform, described pressing plate is provided with for the word length hole 91 through described connecting rod, described connecting rod is provided with
The many groups of limit assemblies with two spacing cylinder blend stops 31 laying respectively at described pressing plate top and bottom.
The setting in one word length hole make connecting rod can slide in a word length hole guarantee pressing plate smooth rotation.
It is provided with bottom described draining board to bend and in described back taper pile crown, forms reserved precompressed section 101, on described pile crown plate
It is provided with several higher than the position of described reserved precompressed section 101 and enters mud embedded hole 24.
Guide plate intracavity first put into by the draining board of pre-buried length by the application, then pressing plate is pressed in center, guide plate chamber carry out fixed
Position, then will plug mechanism and squeeze into soil to behind precalculated position, and pull up degree of tightness assembly to be no longer pressed in so that press plate rotary and lead
On plate chamber, then the draining board to the guide plate intracavity a certain amount of length of feeding, then sleeve pile pipe is upwards pulled out, mothers and sons while upwards pulling out
Plate is automatically separated, and draining board does not rewinds and stay in stake hole, and sleeve pile pipe is thoroughly extracted after stake is cheated from cutting off draining board at the bottom of pile crown,
Draining board has plugged, then backfills stake hole.The setting entering mud embedded hole can make to enter one bottom when lower sleeve pile pipe
A little mud amounts, are pressed in reserved precompressed section, draining board bottom are carried out precompressed location, it is ensured that draining board is buried underground and required the degree of depth, also
Effectively prevent from rewinding, also can reduce resistance during lower stake simultaneously.
Claims (10)
1. the draining board in reinforced soft soil ground equipment plug equipment, it is characterised in that: include that inside has guide plate chamber
Sleeve pile pipe (1), be positioned at symmetry in the back taper pile crown (2) bottom sleeve pile pipe, described guide plate chamber cavity wall be hinged with two row use
In the degree of tightness assembly being connected to make pressing plate rotate around pin joint to the pressing plate (9) being pressed on draining board (10) and pressing plate；Described
Back taper pile crown includes that two panels local is overlapping and lower end can close or the pile crown plate of opening, and each column pressing plate at least includes laying respectively at leading
Three block pressur plates in upper, middle and lower portion, plate chamber, described degree of tightness assembly include two connecting rods (3) being arranged in respectively on two row pressing plates, can
Releasably being connected to the synchronization connecting plate (4) at two described connecting rod tops, on each column pressing plate, symmetry is equipped with two connecting rods, string pressure
Being formed for the importing gap through described draining board between two described connecting rods of plate, described sleeve pile pipe top is additionally provided with
Pile pulling hole or be positioned in sleeve pile pipe outside wall surface pile pulling along (12), described pile pulling is along for enclose the circle being located in sleeve pile pipe outside wall surface
Edge, described circle is evenly equipped with several and rises and pull out mating groove along bottom, and described circle along the distance to described sleeve pile pipe upper surface is
10-30cm.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
State and in the cavity wall of guide plate chamber, offer stair-stepping slot pressing plate mounting groove (92) that width from top to bottom reduces successively, same to string
In pressing plate be sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove, the pressing plate from top to bottom set gradually hinged
End width reduces successively.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
Stating sleeve pile pipe tip shelf and be provided with the force bearing plate (51) being positioned at above described synchronization connecting plate, described synchronization connecting plate upper surface is posted by
Described force bearing plate bottom surface.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
State sleeve pile pipe top and offer the notch (11) for passing described draining board, described notch and described importing interstitial site pair
Should.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
State pile crown plate and include that bottom has pointed stake head (211) and the motherboard (21) being provided above female groove being positioned at pointed stake head and bottom tool
There is the daughter board (22) of the positive stop strip (221) adaptive with female groove.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
Stating sleeve pile pipe is rectangular tube, and described motherboard, the both sides of daughter board are each provided with a mud guard (23), and on described motherboard and daughter board
The mud guard being positioned at the same side has overlapping gear seam portion, with described sleeve pile pipe bottom outside the top of described motherboard and daughter board
Outside is hinged, forms the confined planes (6) to pressure inside the top inner side of described motherboard and daughter board and described sleeve pile pipe bottom.
A kind of reinforced soft soil ground equipment in draining board plug equipment, it is characterised in that: institute
Stating female groove is the tipper towards daughter board opening.
8. require that the plugging of draining board in described a kind of reinforced soft soil ground equipment sets according to the arbitrary only profit of claim 3-7
It is standby, it is characterised in that: it is installed with up-thin-low-thick square even power platform (7), limit, described square even power platform bottom surface on described force bearing plate
Along exceeding or described sleeve pile pipe top end face outer of aliging.
9. require that the plugging of draining board in described a kind of reinforced soft soil ground equipment sets according to the arbitrary only profit of claim 3-7
It is standby, it is characterised in that: the lower section being positioned at each pressing plate hinge point in the cavity wall of described guide plate chamber is provided with limit limiting stand (8),
Described pole limiting stand is triangle platform, described pressing plate is provided with for the word length hole (91) through described connecting rod, described company
The many groups of limit assemblies with two spacing cylinder blend stops (31) laying respectively at described pressing plate top and bottom it are provided with on bar.
10. require that the plugging of draining board in described a kind of reinforced soft soil ground equipment sets according to the arbitrary only profit of claim 3-7
It is standby, it is characterised in that: it is provided with bottom described draining board to bend to be formed in described back taper pile crown and reserves precompressed section (101), described
It is provided with several higher than the position of described reserved precompressed section (101) on pile crown plate and enters mud embedded hole (24).
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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049415A true CN106049415A (en) | 2016-10-26 |
| CN106049415B CN106049415B (en) | 2018-02-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610657141.XA Active CN106049415B (en) | 2016-08-12 | 2016-08-12 | Drain bar in a kind of reinforced soft soil ground equipment plugs equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049415B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| KR100713652B1 (en) * | 2006-09-27 | 2007-05-02 | 주식회사 준건설 | Support pressing device for drain casing of a excavator |
| 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 |
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| 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 |
| 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 |
| CN206110131U (en) * | 2016-08-12 | 2017-04-19 | 浙江乔兴建设集团有限公司 | Drain bar cabling device |
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2016
- 2016-08-12 CN CN201610657141.XA patent/CN106049415B/en active Active
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| 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 |
| 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 |
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| 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 |
| 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 |
| CN206110131U (en) * | 2016-08-12 | 2017-04-19 | 浙江乔兴建设集团有限公司 | Drain bar cabling device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106049415B (en) | 2018-02-09 |
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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 |
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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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