CN106087943B - A kind of foundation stabilization equipment - Google Patents
A kind of foundation stabilization equipment Download PDFInfo
- Publication number
- CN106087943B CN106087943B CN201610657276.6A CN201610657276A CN106087943B CN 106087943 B CN106087943 B CN 106087943B CN 201610657276 A CN201610657276 A CN 201610657276A CN 106087943 B CN106087943 B CN 106087943B
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- plate
- pressing plate
- soil
- pile pipe
- force bearing
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Classifications
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- 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
-
- 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)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to building field, and in particular to a kind of foundation stabilization equipment.Including loosening device and drain bar installation aiding device；Drain bar installation aiding device is symmetrically hinged with two row including the internal sleeve pile pipe with guide plate chamber, the back taper pile crown positioned at sleeve pile pipe bottom, in the guide plate chamber cavity wall and is used to be connected to the elastic component for making pressing plate rotate around pin joint to the pressing plate and pressing plate that are pressed on drain bar；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 foundation stabilization equipment.
Background technology
During to Soft Ground, plate equipment construction operation mechanism is essential.At present, it is common various
During the plate equipment construction operation mechanism construction operation of form, there is operating efficiency it is low, plug that quality is unstable, soil-entering resistance
The technical problems such as greatly, complicated, security reliability and poor universality, scope of application limitation are big.And existing equipment structure is answered
Miscellaneous, cost is high, and fragile, replacement cost greatly improves after damage.
The content of the invention
The purpose of the present invention is to provide a kind of a kind of ground simple in construction, easy to operate, resistance is small regarding to the issue above
Reinforcing is equipped.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of foundation stabilization equipment, including loosening device and drain bar installation aiding device；The loosening device includes being located at
The force bearing plate that loosens the soil 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 to be suspended to by suspension rod
Loosen the soil below force bearing plate and be used for the spacing godet through the through holes for the large knitting needle that loosens the soil provided with multiple；It is provided with the large knitting needle that loosens the soil
The appearance of upper and lower end opening fetches earth chamber, and bottom is provided with lower native syringe needle, the appearance fetch earth chamber lower ending opening be located at least partially within it is described under
On the inclined side of native syringe needle upper end；The drain bar installation aiding device includes the internal sleeve pile pipe with guide plate chamber, positioned at slotting
Symmetrically be hinged with the back taper pile crown of lag pile bottom of the tube, 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 two panels locally overlapping and lower end
The pile crown plate that can be closed or be open, each column pressing plate comprises at least three block pressur plates for being located at guide plate chamber upper, middle and lower portion respectively, described
Elastic component include two connecting rods being arranged in respectively on two row pressing plates, be removably attachable to it is same at the top of two connecting rods
Connecting plate is walked, two connecting rods are symmetrically equipped with each column pressing plate, is formed and is used for through institute between two connecting rods of a row pressing plate
The importing gap of drain bar is stated, the sleeve pile pipe top is additionally provided with pile pulling hole or the pile pulling in sleeve pile pipe outside wall surface
Edge.
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 can be corresponded on force bearing plate fetch earth the position perforate of chamber top end opening loosening the soil during design, after loosening device to be removed, with height
Calm the anger and fetch earth chamber air blowing except soil to appearance from top to bottom, or directly take the pluggable ear of maize for holding the chamber that fetches earth to insert appearance and fetch earth chamber except soil.
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 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.Pressing plate is pressed in drain bar and ensure that drain bar installation position is accurate, while prevents drain bar from arbitrarily being shaken when plugging sleeve pile pipe
Dynamic displacement is stuck in guide plate intracavitary, even if entering mud, can also ensure that the mud that sleeve pile pipe is entered is pressed on predeterminated position, fabric swatch essence
Standard is more convenient for budget length, material saving.
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.
4th, 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, so
Thicker sleeve pile pipe is squeezed into soil afterwards, it is more time saving and energy saving, so as to may be such that shared a weight bracket and weight can be realized
The punching of two covering devices.
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 one：
A kind of foundation stabilization equipment, including loosening device and drain bar installation aiding device；The loosening device includes being located at
The force bearing plate 201 that loosens the soil 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 to pass through suspension rod
203 are suspended to below the force bearing plate that loosens the soil and are used for the spacing godet 204 through the through hole for the large knitting needle that loosens the soil provided with multiple；It is described to loosen the soil
Appearance provided with upper and lower end opening fetches earth chamber 205 in large knitting needle, and bottom is provided with lower native syringe needle 206, and the appearance fetches earth chamber lower ending opening extremely
It is partially located at less on the inclined side of the lower native syringe needle upper end；The drain bar installation aiding device, which includes inside, has guide plate chamber
Sleeve pile pipe 1, the back taper pile crown 2 positioned at sleeve pile pipe bottom, two row are symmetrically hinged with for pressure in the guide plate chamber cavity wall
Pressing plate 9 and pressing plate on drain bar 10 are connected to the elastic component for making pressing plate be rotated around pin joint；The back taper pile crown bag
Include the pile crown plate that two panels is locally overlapping and lower end can close or be open, each column pressing plate comprise at least respectively on guide plate chamber, in,
Three block pressur plates of bottom, the elastic component include two connecting rods 3 being arranged in respectively on two row pressing plates, are removably attachable to
Synchronous connecting plate 4 at the top of two connecting rods, two connecting rods, two companies of a row pressing plate are symmetrically equipped with each column pressing plate
Formed between bar for through the importing gap of the drain bar, the sleeve pile pipe top to be additionally provided with pile pulling hole or positioned at slotting
Pile pulling is along 12 on lag pile pipe outer wall face.
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 set on the weight bracket and is arranged in described supravasal for impacting described loosen the soil
The weight 209 of force bearing plate or the force bearing plate.
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.
Along to enclose the circle edge in sleeve pile pipe outside wall surface, the circle, which along bottom is evenly equipped with several, to be risen and pulls out for the pile pulling
Mating groove, the circle are 10-30cm along the distance to the sleeve pile pipe upper surface.
Rise pull out mating groove can promote sleeve pile pipe instrument coordinate it is more firm, be easy to pile pipe.Circle is easy along top is set
Fractureing or turn over and stick up, circle is 10-30cm along the distance to the sleeve pile pipe upper surface, both ensure that sleeve pile pipe was hardly damaged,
In turn ensure that has enough power branch stake tools when pulling out.
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. foundation stabilization equipment, it is characterised in that：Including loosening device and drain bar installation aiding device；The loosening device Including 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）, at least One passes through suspension rod（203）It is suspended to below the force bearing plate that loosens the soil and is led provided with multiple the spacing of through hole being used for through the large knitting needle that loosens the soil Disk（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 syringe needle（206）, institute The appearance chamber lower ending opening that fetches earth is stated to be located at least partially within the inclined side of the lower native syringe needle upper end；The drain bar installation aiding device Including the internal sleeve pile pipe with guide plate chamber（1）, back taper pile crown positioned at sleeve pile pipe bottom（2）, the guide plate chamber cavity wall On be symmetrically hinged with two row be used for being pressed in drain bar（10）On pressing plate（9）And pressing plate is connected to make pressing plate around pin joint 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 row pressures including four Connecting rod on plate（3）, the synchronous connecting plate that is removably attachable at the top of two connecting rods（4）, 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 is additionally provided with pile pulling hole or the pile pulling edge in sleeve pile pipe outside wall surface（12）；Opened up in the guide plate chamber cavity wall There is the stair-stepping slot pressing plate mounting groove that from top to bottom width reduces successively（92）, the pressing plate in same row is sequentially arranged at 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；Institute State pile crown plate has pointed stake head including bottom（211）And the motherboard of female groove is provided with above pointed stake head（21）Have with bottom There is the positive stop strip being adapted to female groove（221）Daughter board（22）.
- A kind of 2. foundation stabilization equipment according to claim 1, it is characterised in that：The sleeve pile pipe tip shelf is provided with position Force bearing plate above the synchronous connecting plate（51）, the synchronous connecting plate upper surface is posted by the force bearing plate bottom surface；It is described to hang Bar 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 force bearing plate that loosens the soil be provided with The female regulation conduit of tool of screw mandrel adaptation（207）, the foundation stabilization, which is used to equip, also includes weight bracket, the weight bracket On be provided with conduit（208）Be arranged in the supravasal weight for being used to impact loosen the soil force bearing plate or the force bearing plate （209）.
- A kind of 3. foundation stabilization equipment according to claim 2, it is characterised in that：Use is offered at the top of the sleeve pile pipe In the notch for passing the drain bar（11）, the notch with it is described importing interstitial site it is corresponding.
- A kind of 4. foundation stabilization equipment according to claim 1, it is characterised in that：The sleeve pile pipe is rectangular tube, institute State motherboard, the both sides of daughter board are each provided with a mud guard（23）, and the mud guard on the motherboard and daughter board positioned at the same side has Have overlapping gear seam portion, the apical lateral of the motherboard and daughter board is hinged with the sleeve pile pipe Basolateral, the motherboard and The top inner side of daughter board is with forming the confined planes to pressure on the inside of the sleeve pile pipe bottom（6）.
- A kind of 5. foundation stabilization equipment according to claim 4, it is characterised in that：The female groove is towards daughter board opening Tipper.
- A kind of 6. foundation stabilization equipment according to claim 3, it is characterised in that：Under being installed with the force bearing plate carefully 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.
- A kind of 7. foundation stabilization equipment according to claim 3-6 any claims, it is characterised in that：The guide plate In chamber cavity wall limit spacing platform is provided with below each pressing plate hinge point（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）, being provided with the connecting rod multigroup has two The individual spacing cylinder blend stop at the top and bottom of the pressing plate respectively（31）Limit assembly.
- A kind of 8. foundation stabilization equipment according to claim 3-6 any claims, it is characterised in that：The draining Plate bottom, which is provided with, to be bent in the reserved precompressed section of formation in the back taper pile crown（101）, it is reserved pre- higher than described on the pile crown plate Press section（101）Position enter mud embedded hole provided with several（24）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610657276.6A CN106087943B (en) | 2016-08-12 | 2016-08-12 | A kind of foundation stabilization equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610657276.6A CN106087943B (en) | 2016-08-12 | 2016-08-12 | A kind of foundation stabilization equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087943A CN106087943A (en) | 2016-11-09 |
| CN106087943B true CN106087943B (en) | 2018-01-05 |
Family
ID=57456673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610657276.6A Active CN106087943B (en) | 2016-08-12 | 2016-08-12 | A kind of foundation stabilization equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087943B (en) |
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 |
| CN205894055U (en) * | 2016-08-12 | 2017-01-18 | 浙江乔兴建设集团有限公司 | Foundation stabilization is with equipping |
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 CN201610657276.6A patent/CN106087943B/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 |
| CN205894055U (en) * | 2016-08-12 | 2017-01-18 | 浙江乔兴建设集团有限公司 | Foundation stabilization is with equipping |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087943A (en) | 2016-11-09 |
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