CN205894055U - Foundation stabilization is with equipping - Google Patents
Foundation stabilization is with equipping Download PDFInfo
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- CN205894055U CN205894055U CN201620868843.8U CN201620868843U CN205894055U CN 205894055 U CN205894055 U CN 205894055U CN 201620868843 U CN201620868843 U CN 201620868843U CN 205894055 U CN205894055 U CN 205894055U
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- plate
- soil
- pressing plate
- drain bar
- force bearing
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Abstract
The utility model relates to a building field, concretely relates to foundation stabilization is with equipping. Including loosening the soil device and drain bar cabling device, drain bar cabling device including inside have the plug bush stake pipe of leading board cavity, the back taper pile head that is located plug bush stake socle portion lead on the wall of board cavity chamber that the symmetry is articulated to have two to be used for being used for making the clamp plate to wind pin joint pivoted elasticity subassembly to pressing clamp plate on the drain bar, being connected with the clamp plate, the back taper pile head includes that two local overlaps and lower extreme can closed or open -ended pile head boards. The elasticity subassembly includes that it connects in two to wear to locate two connecting rod, detachably on the clamp plate respectively for two the connecting rod top link the board in step. This application simple structure, with low costs, convenient operation, work efficiency is high, insert establish the steady quality, the resistance that buries is little, simple structure, fail safe nature and the commonality is good, application scope wide, with low costs, not fragile, it is little to damage the back replacement cost.
Description
Technical field
The present invention relates to building field is and in particular to a kind of foundation stabilization is equipped.
Background technology
During to Soft Ground, plate equipment construction operation mechanism is essential.At present, common various
During the plate equipment construction operation mechanism construction operation of form, there is inefficiency, plug that quality is unstable, soil-entering resistance
The technical problem such as greatly, complex structure, security reliability and poor universality, scope of application limitation be big.And existing equipment structure is multiple
Miscellaneous, high cost, fragile, after damage, replacement cost greatly improves.
Content of the invention
The purpose of the present invention is to provide, for the problems referred to above, a kind of ground that a kind of structure is simple and convenient to operate, resistance is little
Reinforcing is equipped.
The above-mentioned technical purpose of the present invention has the technical scheme that
A kind of foundation stabilization equipment, including loosening device and drain bar installation aiding device；Described loosening device includes being located at
The force bearing plate that loosens the soil at top, is vertically distributed in the large knitting needle that loosens the soil loosening the soil on force bearing plate bottom surface, at least one is suspended to by suspension rod
Loosen the soil below force bearing plate and be provided with the spacing godets of multiple through holes for passing through the large knitting needle that loosens the soil；It is provided with the described large knitting needle that loosens the soil
The appearance of upper and lower end opening fetches earth chamber, and bottom is provided with lower soil syringe needle, described appearance fetch earth chamber lower ending opening be located at least partially within described under
On the inclined side of native syringe needle upper end；Described drain bar installation aiding device includes inside to be had the sleeve pile pipe in guide plate chamber, is located at and inserts
Symmetrically be hinged with the back taper pile crown of lag pile bottom of the tube, described guide plate chamber cavity wall two row for the pressing plate being pressed on drain bar,
It is connected to the elastic assembly that makes pressing plate rotate around pin joint with pressing plate；Described back taper pile crown includes two panels local and overlaps and lower end
Can close or opening pile crown plate, each column pressing plate at least include respectively be located at guide plate chamber upper, middle and lower portion three block pressur plates, described
Elastic assembly includes two connecting rods being arranged in respectively on two row pressing plates, is removably attachable to the same of two described connecting rod tops
Step connecting plate, each column pressing plate is symmetrically equipped with two connecting rods, is formed for through institute between two described connecting rods of a row pressing plate
State the importing gap of drain bar, described sleeve pile pipe top is additionally provided with pile pulling hole or is located at pile pulling in sleeve pile pipe outside wall surface
Edge.
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
Enter soil, also and then reduce punching resistance, loosening the soil is to punch to loosen to coordinate to fetch earth by this region soil layer to realize by many again
Loosen the soil.Can fetch earth chamber top end opening position perforate in corresponding appearance of loosening the soil on force bearing plate during design, after loosening device to be removed, with height
Calm the anger and blow except soil to appearance chamber of fetching earth from top to bottom, or directly take the pluggable ear of maize insertion appearance holding chamber of fetching earth chamber of fetching earth to remove soil.
Preferably, the stair-stepping slot pressing plate that width from top to bottom reduces successively is offered on the cavity wall of described guide plate chamber
Mounting groove, the pressing plate in same row is sequentially arranged in the stage of stair-stepping slot pressing plate mounting groove, from top to bottom sets successively
The hinged end width of the pressing plate put reduces successively.
Preferably, described sleeve pile pipe tip shelf is provided with the force bearing plate above described synchronous connecting plate, described synchronization
Connecting plate upper surface is posted by described force bearing plate bottom surface；Described suspension rod is to be laid in the force bearing plate edge and lower end is spacing with described of loosening the soil
The screw mandrel that godet is connected, the described force bearing plate that loosens the soil is provided with the tool being adapted to screw mandrel female regulation conduit, 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 the weight of force bearing plate or described force bearing plate.
The large knitting needle that loosens the soil is thinner, laborsaving convenience of punching, if multiple pine large knitting needle punching is fetched earth, is loosened the soil in pre- buried district, then
Thicker sleeve pile pipe is squeezed in soil, it is more time saving and energy saving on the contrary that whole operation is got off, and reduces the intensity to each part
Require, also can make to share a weight bracket and weight can achieve the punching of two covering devices.
Preferably, described sleeve pile pipe top offers notch, described notch and institute for passing described drain bar
State importing interstitial site to correspond to.
Preferably, described pile crown plate includes, and bottom has pointed stake head and the top positioned at pointed stake head is provided with the mother of female groove
Plate and bottom have the daughter board of the positive stop strip being adapted to female groove.
The cooperation of female groove and positive stop strip makes the power due to pushing up upwards under lower stake 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.
Preferably, described sleeve pile pipe is rectangular tube, described motherboard, the both sides of daughter board are each provided with a mud guard, and
On described motherboard and daughter board be located at the same side mud guard there is 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.
Preferably, described female groove is the tipper towards daughter board opening.
Preferably, up-thin-low-thick square even power platform is installed with described force bearing plate, described square even power platform bottom surface side
Along the described sleeve pile pipe top end face outer that exceeds or align.
Square even power platform ensure that sleeve pile pipe uniform force in down tube.
Preferably, the lower section being located at each pressing plate hinge point in the cavity wall of described guide plate chamber is provided with limit spacing platform,
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 and multigroup there are two limit assemblies being located at the spacing cylinder blend stop of described pressing plate top and bottom respectively.
The setting in one word length hole enables connecting rod to ensure pressing plate smooth rotation in a word length in the hole slip.
Preferably, described drain bar bottom is provided with to bend forms reserved precompressed section, described stake in described back taper pile crown
It is provided with several higher than the position of described reserved precompressed section in head plate and enter mud embedded hole.
In sum, the method have the advantages that
1st, the application first with loosening device by the region of pre-buried drain bar carry out punching vibrations take down simultaneously partly soil to reach
To the purpose loosened the soil, take out loosening device displacement, then put into the drain bar of pre-buried length in guide plate chamber, then pressing plate is pressed in
Guide plate chamber center is positioned, and then will plug mechanism and squeeze into soil to after precalculated position, elastic assembly is pulled up so that pressing
Plate rotates and is no longer pressed on guide plate chamber, then sends into the drain bar of a certain amount of length into guide plate chamber, then pulls out sleeve pile pipe upwards,
While pulling out upwards, mother and sons' plate is automatically separated, drain bar do not rewind and stay stake hole in, sleeve pile pipe thoroughly extract stake hole after from
Drain bar is cut off at pile crown bottom, and drain bar plugs and completes, then stake hole is backfilled.The setting entering mud embedded hole can make to insert lower
During set pile pipe, some mud amounts are entered in bottom, are pressed in reserved precompressed section, carry out precompressed positioning it is ensured that drain bar buries to drain bar bottom
Be set to and require depth, also effectively prevent from rewinding, also can reduce resistance during lower stake simultaneously, rise also can make during sleeve pile pipe female,
Daughter board is smoothly detached under the pressure of self gravitation and the mud being entered it is ensured that pile crown plate is opened realizes drain bar stream in stake hole
Interior.Pressing plate is pressed in drain bar and ensure that drain bar installation position precisely, prevents drain bar from arbitrarily shaking when plugging sleeve pile pipe simultaneously
Moving displacement or be stuck in guide plate chamber, even if entering mud, also can 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 structure is simple, low cost, easy to operate, high working efficiency, plug steady quality, soil-entering resistance little,
Structure is simple, security reliability and versatility are good, applied widely, low cost, is hardly damaged, after damage, replacement cost is little.
The 3rd, the structural stability of two connecting rods is worn on each pressing plate more preferably, intensity is higher, and is 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 and connecting rod work good after again from the insertion of sleeve pile pipe top with
Slot pressing plate mounting groove coordinates, and the pressing plate of different hinged places width is stuck in different stages successively, and a row pressing plate can once simultaneously
Wide one-tenth is installed, and dismounting is also more convenient.
4th, the large knitting needle that loosens the soil is thinner, laborsaving convenience of punching, if multiple pine large knitting needle punching is fetched earth, is loosened the soil in pre- buried district, so
Afterwards thicker sleeve pile pipe is squeezed in soil, more time saving and energy saving, thus a shared weight bracket and weight can be made to can achieve
The punching of two covering devices.
Brief description
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.
Specific embodiment
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
Member can make to the present embodiment after reading this specification as needed does not have the modification of creative contribution, but as long as at this
All protected by Patent Law in the right of invention.
Embodiment one:
A kind of foundation stabilization equipment, including loosening device and drain bar installation aiding device；Described loosening device includes being located at
The force bearing plate 201 that loosens the soil at top, is vertically distributed in the large knitting needle 202 that loosens the soil loosening the soil on force bearing plate bottom surface, and at least one passes through suspension rod
203 are suspended to below the force bearing plate that loosens the soil and are provided with the spacing godet 204 of multiple through holes for passing through the large knitting needle that loosens the soil；Described loosen the soil
The appearance being provided with upper and lower end opening in large knitting needle fetches earth chamber 205, and bottom is provided with lower soil syringe needle 206, and described appearance fetches earth chamber lower ending opening extremely
It is partially located at less on the inclined side of described lower soil syringe needle upper end；Described drain bar installation aiding device includes inside and has guide plate chamber
Two row are symmetrically hinged with sleeve pile pipe 1, the back taper pile crown 2 being located at sleeve pile pipe bottom, described guide plate chamber cavity wall for pressure
Pressing plate 9 on drain bar 10 and pressing plate are connected to the elastic assembly making pressing plate rotate around pin joint；Described back taper pile crown bag
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 being located at respectively on guide plate chamber, in,
Three block pressur plates of bottom, described elastic assembly includes two connecting rods 3 being arranged in respectively on two row pressing plates, is removably attachable to
The synchronous connecting plate 4 at two described connecting rod tops, each column pressing plate is symmetrically equipped with two connecting rods, two described companies of a row pressing plate
Formed for the importing gap through described drain bar between bar, described sleeve pile pipe top is additionally provided with pile pulling hole or is located at slotting
On lag pile pipe outer wall face, pile pulling is along 12.
The stair-stepping slot pressing plate mounting groove 92 that width from top to bottom reduces successively is offered on the cavity wall of described guide plate chamber,
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 setting gradually
The hinged end width of plate reduces successively.
Described sleeve pile pipe tip shelf is provided with the force bearing plate 51 above described synchronous connecting plate, described synchronous connecting plate upper end
Face is posted by described force bearing plate bottom surface；Described suspension rod is to be laid in loosen the soil force bearing plate edge and lower end to be connected with described spacing godet
Screw mandrel, the described force bearing plate that loosens the soil is provided with that the tool being adapted to screw mandrel is female to adjust conduit 207, and described foundation stabilization is used
Equipment also includes weight bracket, on described weight bracket setting conduit 208 and be arranged in described supravasal for loosening the soil described in impacting
The weight 209 of force bearing plate or described force bearing plate.
Described sleeve pile pipe top offers the notch 11 for passing described drain bar, between described notch and described importing
Gap position corresponds to.
Described pile pulling rises along for enclosing the circle edge in sleeve pile pipe outside wall surface, described circle is evenly equipped with several along bottom and pulls out
Mating groove, described circle is 10-30cm along the distance to described sleeve pile pipe upper surface.
Rise and pull out mating groove that the instrument of sleeve pile pipe can be promoted to coordinate is more firm, be easy to pile pipe.Circle is easy along setting top
Fracture 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.
Described pile crown plate includes bottom to be had pointed stake head 211 and is located at the top of pointed stake head and is provided with motherboard 21 He of female groove
Bottom has the daughter board 22 of the positive stop strip 221 being adapted to 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 that the same side is located 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, is formed spacing to pressure inside the top inner side of described motherboard and daughter board and described sleeve pile pipe bottom
Face 6.
Described female groove is the tipper towards daughter board opening.
Up-thin-low-thick square even power platform 7 is installed with described force bearing plate, described square even power platform bottom surface edge exceed or
Align described sleeve pile pipe top end face outer.
The lower section being located at each pressing plate hinge point in the cavity wall of described guide plate chamber is provided with limit spacing platform 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
Multigroup have two limit assemblies being located at the spacing cylinder blend stop 31 of described pressing plate top and bottom respectively.
The setting in one word length hole enables connecting rod to ensure pressing plate smooth rotation in a word length in the hole slip.
Described drain bar bottom is provided with to bend and forms reserved precompressed section 101 in described back taper pile crown, on described pile crown plate
It is provided with several higher than the position of described reserved precompressed section 101 and enter mud embedded hole 24.
The application first with loosening device by the region of pre-buried drain bar carry out punching vibrations take down simultaneously partly soil to reach
The purpose loosened the soil, takes out loosening device displacement, then puts into the drain bar of pre-buried length in guide plate chamber, then pressing plate is pressed in leads
Ban Qiang center is positioned, and then will plug mechanism and squeeze into soil to after precalculated position, elastic assembly is pulled up so that pressing plate
Rotate and be no longer pressed on guide plate chamber, then send into the drain bar of a certain amount of length into guide plate chamber, then sleeve pile pipe is pulled out upwards, to
On while pull out mother and sons' plate be automatically separated, drain bar does not rewind and stays in stake hole, and sleeve pile pipe is thoroughly extracted behind stake hole from stake
Drain bar is cut off at head bottom, and drain bar plugs and completes, then stake hole is backfilled.The setting entering mud embedded hole can make in lower sleeve
During pile pipe, some mud amounts are entered in bottom, are pressed in reserved precompressed section, carry out precompressed positioning to drain bar bottom it is ensured that drain bar is buried
To requiring depth, also effectively prevent from rewinding, also can reduce resistance during lower stake simultaneously.
Claims (10)
1. a kind of foundation stabilization equipment it is characterised in that: include loosening device and drain bar installation aiding device；Described loosening device
Including the force bearing plate that loosens the soil (201) positioned at top, vertically it is distributed in the large knitting needle that loosens the soil (202) loosening the soil on force bearing plate bottom surface, at least
One is suspended to below the force bearing plate that loosens the soil and is provided with multiple the spacing of through hole for passing through the large knitting needle that loosens the soil and leads by suspension rod (203)
Disk (204)；The appearance being provided with upper and lower end opening in the described large knitting needle that loosens the soil fetches earth chamber (205), and bottom is provided with lower soil syringe needle (206), institute
State hold fetch earth chamber lower ending opening be located at least partially within described lower soil syringe needle upper end inclined side on；Described drain bar installation aiding device
Including inside there is the sleeve pile pipe (1) in guide plate chamber, be located at the back taper pile crown (2) of sleeve pile pipe bottom, described guide plate chamber cavity wall
On be symmetrically hinged with two row for being connected to make pressing plate around pin joint to the pressing plate (9) being pressed on drain bar (10) and pressing plate
The elastic assembly rotating；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 being located at three block pressur plates in guide plate chamber upper, middle and lower portion respectively, and described elastic assembly includes two and is arranged in two respectively
Connecting rod (3) on row pressing plate, it is removably attachable to the synchronous connecting plate (4) at two described connecting rod tops, symmetrical on each column pressing plate
It is equipped with two connecting rods, formed for the importing gap through described drain bar, institute between two described connecting rods of a row pressing plate
State sleeve pile pipe top to be additionally provided with pile pulling hole or be located at pile pulling edge (12) in sleeve pile pipe outside wall surface.
2. according to claim 1 a kind of foundation stabilization equipment it is characterised in that: offer in the cavity wall of described guide plate chamber by
Up to descend stair-stepping slot pressing plate mounting groove (92) that width reduces successively, the pressing plate in same row is sequentially arranged at ladder
In the stage of slot pressing plate mounting groove of shape, the hinged end width of the pressing plate from top to bottom setting gradually reduces successively.
3. according to claim 2 a kind of foundation stabilization equipment it is characterised in that: described sleeve pile pipe tip shelf is provided with position
Force bearing plate (51) above described synchronous connecting plate, described synchronous connecting plate upper surface is posted by described force bearing plate bottom surface；Described hang
Bar 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, the described force bearing plate that loosens the soil be provided with
The tool of screw mandrel adaptation is female to adjust conduit (207), and described foundation stabilization equipment also includes weight bracket, described weight bracket
On be provided with conduit (208) and be arranged in the described supravasal weight for loosen the soil described in impacting force bearing plate or described force bearing plate
(209).
4. according to claim 3 a kind of foundation stabilization equipment it is characterised in that: described sleeve pile pipe top offers use
In the notch (11) passing described drain bar, described notch is corresponding with described importing interstitial site.
5. according to claim 1 a kind of foundation stabilization equipment it is characterised in that: described pile crown plate includes bottom and has point
Pile crown (211) and be located at the top of pointed stake head and be provided with the motherboard (21) of female groove and bottom has the positive stop strip being adapted to female groove
(221) daughter board (22).
6. according to claim 5 a kind of foundation stabilization equipment it is characterised in that: described 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 tool of the same side is located on described motherboard and daughter board
Have overlapping gear seam portion, hinged with described sleeve pile pipe Basolateral outside the top of described motherboard and daughter board, described motherboard and
Formed to the confined planes (6) pressed inside the top inner side of daughter board and described sleeve pile pipe bottom.
7. according to claim 6 a kind of foundation stabilization equipment it is characterised in that: described female groove is towards daughter board opening
Tipper.
8. according to claim 3-7 any claim a kind of foundation stabilization equipment it is characterised in that: described load
Up-thin-low-thick square even power platform (7) is installed with plate, described square even power platform bottom surface edge exceeds or the described sleeve stake of alignment
Pipe top end face outer.
9. according to claim 3-7 any claim a kind of foundation stabilization equipment it is characterised in that: described guide plate
The lower section being located at each pressing plate hinge point in the cavity wall of chamber is provided with limit spacing platform (8), and described pole limiting stand is triangle platform,
It is provided with described pressing plate for the word length hole (91) through described connecting rod, described connecting rod is provided with and multigroup there are two points
Not Wei Yu described pressing plate top and bottom spacing cylinder blend stop (31) limit assembly.
10. according to claim 3-7 any claim a kind of foundation stabilization equipment it is characterised in that: described draining
Plate bottom is provided with to bend and forms reserved precompressed section (101) in described back taper pile crown, described pile crown plate is higher than described reserved pre-
The position of pressure section (101) is provided with several and enters mud embedded hole (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620868843.8U CN205894055U (en) | 2016-08-12 | 2016-08-12 | Foundation stabilization is with equipping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620868843.8U CN205894055U (en) | 2016-08-12 | 2016-08-12 | Foundation stabilization is with equipping |
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| Publication Number | Publication Date |
|---|---|
| CN205894055U true CN205894055U (en) | 2017-01-18 |
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ID=57781908
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620868843.8U Active CN205894055U (en) | 2016-08-12 | 2016-08-12 | Foundation stabilization is with equipping |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087943A (en) * | 2016-08-12 | 2016-11-09 | 浙江乔兴建设集团有限公司 | A kind of foundation stabilization equipment |
-
2016
- 2016-08-12 CN CN201620868843.8U patent/CN205894055U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087943A (en) * | 2016-08-12 | 2016-11-09 | 浙江乔兴建设集团有限公司 | A kind of foundation stabilization equipment |
| CN106087943B (en) * | 2016-08-12 | 2018-01-05 | 浙江乔兴建设集团有限公司 | A kind of foundation stabilization equipment |
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