CN106088091A - A kind of construction equipment for consolidated subsoil - Google Patents
A kind of construction equipment for consolidated subsoil Download PDFInfo
- Publication number
- CN106088091A CN106088091A CN201610657228.7A CN201610657228A CN106088091A CN 106088091 A CN106088091 A CN 106088091A CN 201610657228 A CN201610657228 A CN 201610657228A CN 106088091 A CN106088091 A CN 106088091A
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- Prior art keywords
- soil
- plate
- pressing plate
- pile pipe
- force bearing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
-
- 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Piles And Underground Anchors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The present invention relates to building field, be specifically related to a kind of construction equipment for consolidated subsoil, plug mechanism including loosening device and draining board；Described draining board plugs mechanism and includes that inside has the sleeve pile pipe in guide plate chamber, is positioned in the back taper pile crown bottom sleeve pile pipe, described guide plate chamber cavity wall and symmetrical is hinged with two row for the pressing plate being pressed on draining board and pressing plate are connected to the degree of tightness assembly making pressing plate rotate around pin joint；Described back taper pile crown includes that two panels local is overlapping and lower end can close or the pile crown plate of opening.Described degree of tightness assembly includes two connecting rods being arranged in respectively on two row pressing plates, is removably attachable to the synchronization connecting plate at two described connecting rod tops.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 good, applied widely, low cost, be hardly damaged, after damage, replacement cost is little.
Description
Technical field
The present invention relates to building field, be specifically related to a kind of construction equipment for consolidated subsoil.
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
It is an object of the invention to for the problems referred to above provide a kind of simple in construction, easy to operate, resistance little for reinforcing
The construction equipment of ground.
The above-mentioned technical purpose of the present invention has the technical scheme that
A kind of construction equipment for consolidated subsoil, plugs mechanism including loosening device and draining board；Described loosening device includes
Being positioned at the force bearing plate that loosens the soil at top, be vertically distributed in the large knitting needle that loosens the soil loosening the soil on force bearing plate bottom surface, at least one is hanged by suspension rod
Hang below the force bearing plate that loosens the soil and be provided with multiple spacing godet for the through hole through the large knitting needle that loosens the soil；Set in the described large knitting needle that loosens the soil
The appearance having upper and lower end opening fetches earth chamber, and bottom is provided with lower soil syringe needle, and the described appearance chamber lower ending opening that fetches earth is located at least partially within described
On the inclined side of lower soil syringe needle upper end；Offer on the described force bearing plate that loosens the soil that the chamber upper end open that fetches earth with described appearance communicates removes
Soil hole, the through-hole wall on described spacing godet offers pin guide groove, described in the large knitting needle outer wall that loosens the soil be provided with and described pin guide groove
Muscle led by the pin coordinated, described in lead the length of muscle to a widow be described in loosen the soil the 1/4 of large knitting needle length；Described draining board plugs mechanism and includes
Inside have guide plate chamber sleeve pile pipe, be positioned in the back taper pile crown bottom sleeve pile pipe, described guide plate chamber cavity wall symmetrical hinged
There are two row for the pressing plate being pressed on draining board and pressing plate being connected to the degree of tightness assembly making pressing plate rotate around pin joint；Institute
Stating back taper pile crown and include that two panels local is overlapping and lower end can close or the pile crown plate of opening, each column pressing plate at least includes laying respectively at
Three block pressur plates in upper, middle and lower portion, guide plate chamber, described degree of tightness assembly include two connecting rods being arranged in respectively on two row pressing plates, can
Releasably being connected to the synchronization connecting plate at two described connecting rod tops, on each column pressing plate, symmetry is equipped with two connecting rods, string pressing plate
Two described connecting rods between formed for through the importing gap of described draining board, described sleeve pile pipe top is additionally provided with pulls out
Stake holes or be positioned at pile pulling edge in sleeve pile pipe outside wall surface, described pile pulling along for enclose the circle edge being located in sleeve pile pipe outside wall surface, institute
Stating circle to be evenly equipped with several along bottom and rise and pull out mating groove, described circle is 10-along the distance to described sleeve pile pipe upper surface
30cm。
The large knitting needle that loosens the soil of said structure both can ensure that syringe needle punching was laborsaving, ensures that chamber of fetching earth is held in punching simultaneously smooth
Entering soil, also and then reduce punching resistance, loosening the soil is to loosen to coordinate to fetch earth again by this region soil layer by many punchings to realize
Loosen the soil.Discharge soil hole from the corresponding top end opening position, chamber of fetching earth that holds on force bearing plate of loosening the soil during design, after loosening device to be removed, use
High pressure gas to appearance fetch earth chamber blow except soil, or directly take can be inserted into hold fetch earth chamber ear of maize insert appearance fetch earth chamber except soil.
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；Described suspension rod for be laid in loosen the soil force bearing plate edge and lower end spacing with described
The screw mandrel that godet is connected, described in loosen the soil the tool female regulation conduit that force bearing plate is provided with and screw mandrel is adaptive, described ground
Reinforcing equipment also includes weight bracket, described weight bracket is provided with conduit and is arranged in described supravasal described for impacting
Loosen the soil force bearing plate or the weight of described force bearing plate, described except soil hole be opened on described in loosen the soil the side of force bearing plate, and except soil hole is changed
Connect on outer end opening and have high-pressure air pipe.
The large knitting needle that loosens the soil is relatively thin, laborsaving convenience of punching, if multiple pine large knitting needle punching is fetched earth, is loosened the soil pre-buried district, then
Squeezing in soil by thicker sleeve pile pipe, it is the most time saving and energy saving that whole operation is got off, and reduces the intensity to each parts
Requirement, it is possible to make a shared weight bracket and weight can realize the punching of two covering devices.
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, the region of pre-buried draining board is first carried out punching vibrations with loosening device and takes down part soil to reach pine simultaneously by the application
The purpose of soil, takes out loosening device displacement, then the draining board of pre-buried length is put into guide plate intracavity, then pressing plate is pressed in guide plate
Center, chamber positions, and then will plug mechanism and squeeze into soil to behind precalculated position, and pull up degree of tightness assembly so that pressing plate turns
Move and be no longer pressed on guide plate chamber, then send into the draining board of a certain amount of length to guide plate intracavity, then sleeve pile pipe is upwards pulled out, upwards
While pulling out, mother and sons' 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 pile crown
Draining board is cut off at the end, and draining board has plugged, then backfills stake hole.The setting entering mud embedded hole can make in lower sleeve stake
Enter some mud amounts bottom during pipe, be pressed in reserved precompressed section, draining board bottom carried out precompressed location, it is ensured that draining board is buried underground
Require the degree of depth, the most effectively prevent from rewinding, also can reduce resistance during lower stake simultaneously, when playing sleeve pile pipe, also can make mother, daughter board
It is smoothly detached under self gravitation and the pressure of mud that 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；
Fig. 6 is loosening device structural representation；
Fig. 7 is weight bracket structural representation.
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 construction equipment for consolidated subsoil, plugs mechanism including loosening device and draining board；Described loosening device includes
Being positioned at the force bearing plate 201 that loosens the soil at top, be vertically distributed in the large knitting needle 202 that loosens the soil loosening the soil on force bearing plate bottom surface, at least one passes through
Suspension rod 203 is suspended to loosen the soil below force bearing plate and is provided with multiple spacing godet 204 for the through hole through the large knitting needle that loosens the soil；Described
Loosening the soil and be provided with the appearance of upper and lower end opening in large knitting needle and fetch earth chamber 205, bottom is provided with lower soil syringe needle 206, and described appearance lower end, chamber of fetching earth is opened
Mouth is located at least partially within the inclined side of described lower soil syringe needle upper end；Offer on the described force bearing plate that loosens the soil and fetch earth with described appearance
Chamber upper end open communicate except soil hole 2011, the through-hole wall on described spacing godet offers pin guide groove, described in loosen the soil large knitting needle
Outer wall is provided with the pin coordinated with described pin guide groove and leads muscle 2013, described in lead the length of muscle to a widow be described in loosen the soil large knitting needle length
1/4；Muscle led by pin and spacing godet all can ensure to loosen the soil, and bundle beaten downwards by large knitting needle, is difficult to deformation, is hardly damaged.Described draining board
Plug mechanism and include that inside has the sleeve pile pipe 1 in guide plate chamber, is positioned at the back taper pile crown 2 bottom sleeve pile pipe, described guide plate chamber
In cavity wall, symmetry is hinged with two row for being connected to make pressing plate around pin joint to the pressing plate 9 being pressed on draining board 10 and pressing plate
The degree of tightness assembly rotated；Described back taper pile crown includes that two panels local is overlapping and lower end can close or the pile crown plate of opening, each column pressure
Plate at least includes three block pressur plates laying respectively at upper, middle and lower portion, guide plate chamber, and described degree of tightness assembly includes that two are arranged in two respectively
Connecting rod 3 on row pressing plate, being removably attachable to the synchronization connecting plate 4 at two described connecting rod tops, on each column pressing plate, symmetry wears
There are two connecting rods, formed for the importing gap through described draining board between two described connecting rods of string pressing plate, described slotting
Set pile pipe top is additionally provided with pile pulling hole or is positioned in sleeve pile pipe outside wall surface pile pulling along 12.Described pile pulling is along being located at sleeve for enclosing
Circle edge in pile pipe outside wall surface, described circle is evenly equipped with several and rises and pull out mating groove along bottom, and described circle is along to described sleeve pile pipe
The distance of upper surface is 10-30cm.
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 suspension rod is connected with described spacing godet for being laid in loosen the soil force bearing plate edge and lower end
Screw mandrel, described in loosen the soil the tool female regulation conduit 207 that force bearing plate is provided with and screw mandrel is adaptive, described foundation stabilization is used
Equipment also includes weight bracket, described weight bracket is provided with conduit 208 and is arranged in described supravasal for impacting described pine
Soil force bearing plate or the weight 209 of described force bearing plate, described except soil hole be opened on described in loosen the soil the side of force bearing plate, and except soil hole is changed
Connect on outer end opening and have high-pressure air pipe 2012.
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.
The region of pre-buried draining board is first carried out punching vibrations with loosening device and takes down part soil to reach simultaneously by the application
The purpose loosened the soil, takes out loosening device displacement, then the draining board of pre-buried length puts into guide plate intracavity, then is pressed in by pressing plate and leads
Ban Qiang center positions, and then will plug mechanism and squeeze into soil to behind precalculated position, and pull up degree of tightness assembly so that pressing plate
Rotate and be no longer pressed on guide plate chamber, then send into the draining board of a certain amount of length to guide plate intracavity, then sleeve pile pipe is upwards pulled out, to
On pull out while mother and sons' plate be automatically separated, draining board do not rewind and stay stake hole in, sleeve pile pipe thoroughly extract stake hole after from stake
Draining board is cut off at the head end, and draining board has plugged, then backfills stake hole.The setting entering mud embedded hole can make at lower sleeve
Enter some mud amounts bottom during pile pipe, be pressed in reserved precompressed section, draining board bottom carried out precompressed location, it is ensured that draining board is buried underground
To requiring the degree of depth, the most effectively prevent from rewinding, also can reduce resistance during lower stake simultaneously.
Claims (10)
1. the construction equipment for consolidated subsoil, it is characterised in that: include that loosening device and draining board plug mechanism；Described
Loosening device includes the force bearing plate that loosens the soil (201) being positioned at top, is vertically distributed in the large knitting needle that loosens the soil loosening the soil on force bearing plate bottom surface
(202), at least one is suspended to loosen the soil below force bearing plate by suspension rod (203) and is provided with multiple logical for through the large knitting needle that loosens the soil
The spacing godet (204) in hole；Being provided with the appearance of upper and lower end opening in the described large knitting needle that loosens the soil to fetch earth chamber (205), bottom is provided with lower soil pin
Head (206), described appearance fetch earth chamber lower ending opening be located at least partially within described lower soil syringe needle upper end inclined side on；Described loosen the soil
Offer on force bearing plate that the chamber upper end open that fetches earth with described appearance communicates except soil hole (2011), in the through hole on described spacing godet
Wall offers pin guide groove, described in the large knitting needle outer wall that loosens the soil be provided with the pin coordinated with described pin guide groove and lead muscle (2013), described in lead muscle
Length to a widow be described in loosen the soil the 1/4 of large knitting needle length；Described draining board plugs mechanism and includes that inside has the sleeve in guide plate chamber
Pile pipe (1), it is positioned at symmetry in the back taper pile crown (2) bottom sleeve pile pipe, described guide plate chamber cavity wall and is hinged with two row for pressure
Pressing plate (9) on draining board (10) and pressing plate are connected to the degree of tightness assembly making pressing plate rotate around pin joint；Described back taper stake
Head 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 guide plate chamber
Three block pressur plates in upper, middle and lower portion, described degree of tightness assembly includes two connecting rods (3) being arranged in respectively on two row pressing plates, detachable
Be 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 pressing plate
Article two, being formed for the importing gap through described draining board between described connecting rod, 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 along for enclose the circle edge being located in sleeve pile pipe outside wall surface,
Described circle is evenly equipped with several and rises and pull out mating groove along bottom, and described circle is 10-along the distance to described sleeve pile pipe upper surface
30cm。
A kind of construction equipment for consolidated subsoil, it is characterised in that: in the cavity wall of described guide plate chamber
Offer stair-stepping slot pressing plate mounting groove (92) that width from top to bottom reduces successively, install successively with the pressing plate in string
In the stage of stair-stepping slot pressing plate mounting groove, the hinged end width of the pressing plate from top to bottom set gradually reduces successively.
A kind of construction equipment for consolidated subsoil, it is characterised in that: described sleeve pile pipe top
Setting up has the force bearing plate (51) being positioned at above described synchronization connecting plate, described synchronization connecting plate upper surface to be posted by the bottom of described force bearing plate
Face；Described suspension rod is to be laid in the screw mandrel that loosen the soil force bearing plate edge and lower end are connected with described spacing godet, described in loosen the soil load
Plate is provided with the tool female regulation conduit (207) adaptive with screw mandrel, and described foundation stabilization equipment also includes weight bracket,
Be provided with on described weight bracket conduit (208) and be arranged in described supravasal loosen the soil described in impact force bearing plate or described in hold
The weight (209) of power plate, described except soil hole be opened on described in loosen the soil the side of force bearing plate, and change except soil hole and connect on outer end opening
There is high-pressure air pipe (2012).
A kind of construction equipment for consolidated subsoil, it is characterised in that: described sleeve pile pipe top
Offering the notch (11) for passing described draining board, described notch is corresponding with described importing interstitial site.
A kind of construction equipment for consolidated subsoil, it is characterised in that: described pile crown plate includes the end
Portion has pointed stake head (211) and the motherboard (21) being provided above female groove being positioned at pointed stake head and bottom has and female groove adaptation
The daughter board (22) of positive stop strip (221).
A kind of construction equipment for consolidated subsoil, it is characterised in that: the described sleeve pile pipe side of being
Shape pipe, described motherboard, the both sides of daughter board be each provided with a mud guard (23), and is positioned at the gear of the same side on described motherboard and daughter board
Mud plate has overlapping gear seam portion, hinged with described sleeve pile pipe Basolateral outside the top of described motherboard and daughter board, described
The confined planes (6) to pressure is formed inside the top inner side of motherboard and daughter board and described sleeve pile pipe bottom.
A kind of construction equipment for consolidated subsoil, it is characterised in that: described female groove is towards son
The tipper of plate opening.
8. require described a kind of construction equipment for consolidated subsoil according to the arbitrary only profit of claim 3-7, it is characterised in that:
Being installed with up-thin-low-thick square even power platform (7) on described force bearing plate, edge, described square even power platform bottom surface exceeds or alignment institute
State sleeve pile pipe top end face outer.
9. require described a kind of construction equipment for consolidated subsoil according to the arbitrary only profit of claim 3-7, 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), and described pole limiting stand 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 many groups
There is the limit assembly of two spacing cylinder blend stops (31) laying respectively at described pressing plate top and bottom.
10. require described a kind of construction equipment for consolidated subsoil according to the arbitrary only profit of claim 3-7, it is characterised in that:
It is provided with bottom described draining board to bend and in described back taper pile crown, forms reserved precompressed section (101), higher than institute on described pile crown plate
State the position of reserved precompressed section (101) to be provided with several and enter mud embedded hole (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610657228.7A CN106088091B (en) | 2016-08-12 | 2016-08-12 | A kind of construction equipment for consolidated subsoil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610657228.7A CN106088091B (en) | 2016-08-12 | 2016-08-12 | A kind of construction equipment for consolidated subsoil |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088091A true CN106088091A (en) | 2016-11-09 |
| CN106088091B CN106088091B (en) | 2018-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610657228.7A Active CN106088091B (en) | 2016-08-12 | 2016-08-12 | A kind of construction equipment for consolidated subsoil |
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Citations (7)
| 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 |
| 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 |
| CN205894072U (en) * | 2016-08-12 | 2017-01-18 | 浙江乔兴建设集团有限公司 | A construction is equipped for reinforcing ground |
-
2016
- 2016-08-12 CN CN201610657228.7A patent/CN106088091B/en active Active
Patent Citations (7)
| 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 |
| 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 |
| CN205894072U (en) * | 2016-08-12 | 2017-01-18 | 浙江乔兴建设集团有限公司 | A construction is equipped for reinforcing ground |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106088091B (en) | 2018-01-26 |
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Inventor after: Ding Chunying Inventor after: Li Zhouhua Inventor after: Ji Xiang Inventor after: Jiu Huiliang Inventor after: Gu Chunfeng Inventor before: Shen Haie Inventor before: Shen Bihui Inventor before: Yang Hongzhong Inventor before: Zhang Jun Inventor before: Pan Shuliang Inventor before: Qian Zhuohao |
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Effective date of registration: 20171227 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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