CN106088091B - A kind of construction equipment for consolidated subsoil - Google Patents
A kind of construction equipment for consolidated subsoil Download PDFInfo
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- CN106088091B CN106088091B CN201610657228.7A CN201610657228A CN106088091B CN 106088091 B CN106088091 B CN 106088091B CN 201610657228 A CN201610657228 A CN 201610657228A CN 106088091 B CN106088091 B CN 106088091B
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- plate
- soil
- pressing plate
- force bearing
- loosens
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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)
- 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 a kind of construction equipment for consolidated subsoil, including loosening device and drain bar plug mechanism；The drain bar plug mechanism include the internal sleeve pile pipe with guide plate chamber, the back taper pile crown positioned at sleeve pile pipe bottom, be symmetrically hinged with the guide plate chamber cavity wall two row be used for be pressed on drain bar pressing plate, the elastic component that makes pressing plate be rotated around pin joint is connected to pressing plate；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
Technical field
The present invention relates to building field, and in particular to a kind of construction equipment for consolidated subsoil.
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 be provide regarding to the issue above a kind of simple in construction, easy to operate, resistance it is small be used to reinforce
The construction equipment of ground.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of construction equipment for consolidated subsoil, including loosening device and drain bar plug mechanism；The loosening device
Including the force bearing plate that loosens the soil positioned at top, the large knitting needle that loosens the soil to loosen the soil on force bearing plate bottom surface is vertically distributed in, it is at least one by hanging
Bar is suspended to below the force bearing plate that loosens the soil and is used for the spacing godet through the through hole for the large knitting needle that loosens the soil provided with multiple；The large knitting needle that loosens the soil
The interior appearance provided with upper and lower end opening is fetched earth chamber, and bottom is provided with lower native syringe needle, and the appearance chamber lower ending opening that fetches earth is located at least partially within
On the inclined side of the lower native syringe needle upper end；Offer on the force bearing plate that loosens the soil and communicated with the chamber upper end open that fetches earth of holding
Remove native hole, the through-hole wall on the spacing godet offers pin guide groove, and the large knitting needle outer wall that loosens the soil is provided with and the pin
The pin that guide groove coordinates leads muscle, and the length for leading muscle loosens the soil the 1/4 of large knitting needle length to be described；The drain bar, which plugs mechanism, to be included
Sleeve pile pipe of the inside with guide plate chamber, the back taper pile crown positioned at sleeve pile pipe bottom, symmetrically it is hinged in the guide plate chamber cavity wall
There are two row to be 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；Institute
Stating 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 comprises at least to be located at respectively
Three block pressur plates in guide plate chamber upper, middle and lower portion, the elastic component include four connecting rods being arranged in respectively on two row pressing plates, can
The synchronous connecting plate being releasably connected at the top of two connecting rods, two connecting rods, a row pressing plate are symmetrically equipped with each column pressing plate
Two connecting rods between formed for through the importing gap of the drain bar, the sleeve pile pipe top, which is additionally provided with, to pull out
Stake holes or the pile pulling edge in sleeve pile pipe outside wall surface, the pile pulling edge is to enclose the circle edge in sleeve pile pipe outside wall surface, institute
State circle and along bottom be evenly equipped with several and rise and pull out mating groove, the circle is 10- along the distance to the sleeve pile pipe upper surface
30cm。
The large knitting needle that loosens the soil of said structure can both ensure that syringe needle punching was laborsaving, and ensuring that punching, the appearance chamber that fetches earth is smooth simultaneously
Enter soil, also and then reduce punching resistance, it is to loosen to coordinate again by the region soil layer by more punchings to fetch earth to realize to loosen the soil
Loosen the soil.Appearance chamber top end opening position of fetching earth is corresponded on force bearing plate discharge native hole from during design loosening the soil, after loosening device to be removed, use
High pressure gas fetches earth chamber air blowing except soil to appearance, or directly takes the pluggable ear of maize for holding the chamber that fetches earth to insert appearance and fetch earth chamber except soil.
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；The suspension rod for be laid in loosen the soil force bearing plate edge and lower end with it is described spacing
The connected screw mandrel of godet, the force bearing plate that loosens the soil are provided with the female regulation conduit of tool being adapted to screw mandrel, the ground
Reinforce also includes weight bracket with equipment, and conduit is provided with the weight bracket and is arranged in described supravasal described for impacting
Loosen the soil the weight of force bearing plate or the force bearing plate, the side that the force bearing plate that loosens the soil is opened on except native hole, and except native hole is changed
High-pressure air pipe is connected with outer end opening.
The large knitting needle that loosens the soil is thinner, punches laborsaving convenience, if multiple loose large knitting needle punchings are fetched earth, pre- buried district is loosened the soil, then
Thicker sleeve pile pipe is squeezed into soil, it is more time saving and energy saving on the contrary that whole process is got off, and reduces the intensity to each part
It is required that it also may be such that shared a weight bracket and weight can realize the punching of two covering devices.
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 application first with loosening device by the region of pre-buried drain bar carry out punching vibrations and meanwhile take down part soil with up to
To the purpose loosened the soil, loosening device displacement is taken out, the drain bar of pre-buried length is then put into guide plate intracavitary, then pressing plate is pressed in
Guide plate chamber center is positioned, and then will be plugged mechanism and be squeezed into soil to behind precalculated position, and elastic component be pulled up so that pressing
Plate is rotated and is no longer pressed on guide plate chamber, then the drain bar of a certain amount of length is sent into guide plate intracavitary, then pulls out sleeve pile pipe upwards,
Mother and sons' plate is automatically separated while pull out upwards, and drain bar is not rewinded and stayed in stake hole, sleeve pile pipe thoroughly extract behind stake hole from
Drain bar is cut at pile crown bottom, and drain bar plugs completion, then stake hole is backfilled.The setting for entering mud embedded hole may be such that in underthrust
Some mud amounts are entered in bottom when covering pile pipe, are pressed in reserved precompressed section, carry out precompressed positioning to drain bar bottom, ensure that drain bar buries
Resistance when being set to and require depth, also effectively prevent from rewinding, while can also reduce lower stake, also may be such that when playing sleeve pile pipe it is female,
Daughter board is smoothly detached under the pressure of self gravitation and the mud entered, is ensured that pile crown plate is opened and is realized that drain bar stream is cheated in stake
It is interior.
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；
Fig. 6 is loosening device structural representation；
Fig. 7 is weight bracket structural representation.
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：
A kind of construction equipment for consolidated subsoil, including loosening device and drain bar plug mechanism；The loosening device
Including the force bearing plate 201 that loosens the soil positioned at top, the large knitting needle 202 that loosens the soil to loosen the soil on force bearing plate bottom surface is vertically distributed in, it is at least one
It is suspended to by suspension rod 203 below the force bearing plate that loosens the soil and is used for the spacing godet 204 through the through hole for the large knitting needle that loosens the soil provided with multiple；
The appearance provided with upper and lower end opening in large knitting needle of loosening the soil fetches earth chamber 205, and bottom is provided with lower native syringe needle 206, and the appearance fetches earth under chamber
End opening is located at least partially within the inclined side of the lower native syringe needle upper end；Offered on the force bearing plate that loosens the soil and the appearance
What the chamber upper end open that fetches earth communicated remove native hole 2011, the through-hole wall on the spacing godet offers pin guide groove, described to loosen the soil
Large knitting needle outer wall is provided with the pin coordinated with the pin guide groove and leads muscle 2013, and the length for leading muscle is the large knitting needle length of loosening the soil
1/4；Pin leads muscle and spacing the godet large knitting needle that can all ensure to loosen the soil and beats bundle downwards straight, is not easy deformation, is hardly damaged.The drain bar
Plugging mechanism includes the internal sleeve pile pipe 1 with guide plate chamber, the back taper pile crown 2 positioned at sleeve pile pipe bottom, the guide plate chamber
Two row are symmetrically hinged with cavity wall to be used to be connected to make pressing plate around pin joint to the pressing plate 9 and pressing plate that are pressed on drain bar 10
The elastic component rotated；The back taper pile crown includes the two panels pile crown plate that locally overlapping and lower end can close or be open, each column pressure
Plate comprises at least three block pressur plates for being located at guide plate chamber upper, middle and lower portion respectively, and the elastic component is arranged in two respectively including four
Connecting rod 3 on row pressing plate, the synchronous connecting plate 4 being removably attachable at the top of two connecting rods, symmetrically wear on each column pressing plate
There are two connecting rods, formed between two connecting rods of a row pressing plate for through the importing gap of the drain bar, it is described to insert
Set pile pipe top be additionally provided with pile pulling hole or in sleeve pile pipe outside wall surface pile pulling along 12.The pile pulling edge is to enclose located at sleeve
Circle edge in pile pipe outside wall surface, the circle, which along bottom is evenly equipped with several, to be risen and pulls out mating groove, and the circle is along arriving the 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 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 suspension rod loosens the soil force bearing plate edge and lower end is connected with the spacing godet to be laid in
Screw mandrel, the force bearing plate that loosens the soil is provided with the female regulation conduit 207 of the tool that be adapted to screw mandrel, the foundation stabilization use
Equipment also includes weight bracket, and conduit 208 is provided with the weight bracket and is arranged in described supravasal for impacting the pine
The weight 209 of native force bearing plate or the force bearing plate, the side that the force bearing plate that loosens the soil is opened on except native hole, and except native hole is changed
High-pressure air pipe 2012 is connected with outer end opening.
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 region of pre-buried drain bar is first carried out punching vibrations with loosening device while takes down part soil to reach by the application
The purpose loosened the soil, loosening device displacement is taken out, the drain bar of pre-buried length is then put into guide plate intracavitary, then pressing plate is pressed in and led
Plate chamber center is positioned, and then will be plugged mechanism and be squeezed into soil to behind precalculated position, elastic component is pulled up so that pressing plate
Rotation is no longer pressed on guide plate chamber, then the drain bar of a certain amount of length is sent into guide plate intracavitary, then pulls out sleeve pile pipe upwards, to
On while pull out mother and sons' plate be automatically separated, drain bar is not rewinded and stayed in stake hole, and sleeve pile pipe is thoroughly extracted behind stake hole from stake
Drain bar is cut at head bottom, and drain bar plugs completion, then stake hole is backfilled.The setting for entering mud embedded hole may be such that in lower sleeve
Some mud amounts are entered in bottom during pile pipe, are pressed in reserved precompressed section, carry out precompressed positioning to drain bar bottom, ensure that drain bar is buried
Resistance when to depth is required, also effectively preventing from rewinding, while can also reduce lower stake.
Claims (8)
- A kind of 1. construction equipment for consolidated subsoil, it is characterised in that：Mechanism is plugged including loosening device and drain bar；It is described Loosening device includes the force bearing plate that loosens the soil positioned at top（201）, vertically it is distributed in the large knitting needle that loosens the soil to loosen the soil on force bearing plate bottom surface （202）, it is at least one to pass through suspension rod（203）It is suspended to below the force bearing plate that loosens the soil and is used for provided with multiple through the logical of the large knitting needle that loosens the soil The spacing godet in hole（204）；The appearance provided with upper and lower end opening in large knitting needle of loosening the soil fetches earth chamber（205）, bottom is provided with lower native pin Head（206）, the appearance chamber lower ending opening that fetches earth is located at least partially within the inclined side of the lower native syringe needle upper end；It is described to loosen the soil Offered on force bearing plate and remove native hole with what the appearance fetched earth that chamber upper end open communicates（2011）, in the through hole on the spacing godet Wall offers pin guide groove, and the large knitting needle outer wall that loosens the soil is provided with the pin coordinated with the pin guide groove and leads muscle（2013）, the pin leads The length of muscle loosens the soil the 1/4 of large knitting needle length to be described；The drain bar, which plugs mechanism, includes the internal sleeve stake with guide plate chamber Pipe（1）, back taper pile crown positioned at sleeve pile pipe bottom（2）, be symmetrically hinged with two row in the guide plate chamber cavity wall and be used for 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；The back taper pile crown The pile crown plate that locally overlapping and lower end can close or be open including two panels, each column pressing plate comprise at least respectively on guide plate chamber, In, three block pressur plates of bottom, the elastic component includes four connecting rods being arranged on two row pressing plates（3）, it is detachably connected Synchronous connecting plate at the top of two connecting rods（4）, two connecting rods, two institutes of a row pressing plate are symmetrically equipped with each column pressing plate State and formed for being additionally provided with pile pulling hole or position through the importing gap of the drain bar, the sleeve pile pipe top between connecting rod In 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 Several are evenly equipped with along bottom rising and pull out mating groove, the circle is 10-30cm along the distance to the sleeve pile pipe upper surface；Institute State and 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）.
- A kind of 2. construction equipment for consolidated subsoil according to claim 1, it is characterised in that：The sleeve pile pipe top Set up the force bearing plate having above the synchronous connecting plate（51）, the synchronous connecting plate upper surface is posted by the force bearing plate bottom Face；The suspension rod is to be laid in the screw mandrel that force bearing plate edge and lower end are connected with the spacing godet that loosens the soil, the load that loosens the soil Plate is provided with the female regulation conduit of tool being adapted to screw mandrel（207）, foundation stabilization also includes weight bracket with equipment, described Conduit is provided with weight bracket（208）It is described supravasal for impacting loosen the soil force bearing plate or the force bearing plate with being arranged in Weight（209）, it is described except native hole is opened on the side of the force bearing plate that loosens the soil, and remove and be connected with high pressure in native outer end of hole opening Tracheae（2012）.
- A kind of 3. construction equipment for consolidated subsoil according to claim 2, it is characterised in that：At the top of the sleeve pile pipe Offer the notch for passing the drain bar（11）, the notch with it is described importing interstitial site it is corresponding.
- A kind of 4. construction equipment for consolidated subsoil according to claim 3, it is characterised in that：The sleeve pile pipe is side Shape pipe, the motherboard, the both sides of daughter board are each provided with a mud guard（23）, and positioned at the gear of the same side on the motherboard and daughter board Mud plate has overlapping gear seam portion, and the apical lateral of the motherboard and daughter board is hinged with the sleeve pile pipe Basolateral, described The top inner side of motherboard and daughter board is with forming the confined planes to pressure on the inside of the sleeve pile pipe bottom（6）.
- A kind of 5. construction equipment for consolidated subsoil according to claim 4, it is characterised in that：The female groove is towards son The tipper of plate opening.
- A kind of 6. construction equipment for consolidated subsoil according to Claims 2 or 3, it is characterised in that：On the force bearing plate It is installed with up-thin-low-thick square even power platform（7）, the square even power platform bottom surface edge exceeds or alignd the sleeve pile pipe top End face outer.
- 7. according to a kind of construction equipment for consolidated subsoil described in claim 2-5 any claims, it is characterised in that：Institute State and be provided with limit spacing platform below each pressing plate hinge point in guide plate chamber cavity wall（8）, the limit spacing platform is Triangle platform, it is provided with the pressing plate for through a word length hole of the connecting rod（91）, it is provided with the connecting rod multigroup With two spacing cylinder blend stops being located at respectively at the top and bottom of the pressing plate（31）Limit assembly.
- 8. according to a kind of construction equipment for consolidated subsoil described in claim 2-5 any claims, 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 higher than institute on the pile crown plate State reserved precompressed section（101）Position enter mud embedded hole provided with several（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 CN106088091A (en) | 2016-11-09 |
| CN106088091B true CN106088091B (en) | 2018-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610657228.7A Active CN106088091B (en) | 2016-08-12 | 2016-08-12 | A kind of construction equipment for consolidated subsoil |
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| CN (1) | CN106088091B (en) |
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| 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 |
Family Cites Families (1)
| 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 |
-
2016
- 2016-08-12 CN CN201610657228.7A patent/CN106088091B/en active Active
Patent Citations (6)
| 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 |
| 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 |
|---|---|
| CN106088091A (en) | 2016-11-09 |
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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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