CN105839617A - High-stability building pile - Google Patents
High-stability building pile Download PDFInfo
- Publication number
- CN105839617A CN105839617A CN201610350949.3A CN201610350949A CN105839617A CN 105839617 A CN105839617 A CN 105839617A CN 201610350949 A CN201610350949 A CN 201610350949A CN 105839617 A CN105839617 A CN 105839617A
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- Prior art keywords
- adjusting rod
- pile body
- column
- stake
- central hollow
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- 230000006835 compression Effects 0.000 claims description 5
- 238000007906 compression Methods 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 5
- 230000001737 promoting effect Effects 0.000 claims description 4
- 238000005766 Middleton reaction Methods 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 5
- 238000004904 shortening Methods 0.000 description 4
- 238000001125 extrusion Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/146—Springs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/15—Geometrical or physical properties including at least a hinge
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth 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 invention belongs to the technical field of buildings, and particularly relates to a high-stability building pile. The high-stability building pile comprises a hollow pile body and a conical pile head. Side piles are arranged in the hollow pile body. The inner ends of the side piles are inserted into connecting plates located in the hollow pile body. Stand columns are arranged in the hollow pile body and can slide along the hollow pile body. The stand columns comprise the middle hollow stand column, the left stand column and the right stand column. The left stand column and the right stand column are located at the two sides of the middle hollow stand column. Inclined pushing faces which are close to the middle hollow stand column from top to bottom and are used for extruding the connecting plates are arranged on the sides, opposite to the connecting plates, of the left stand column and the right stand column. Pressed faces identical to the inclination directions of the pushing faces are arranged on the inner sides of the connecting plates. At least one set of adjusting structure for pushing the left stand column and the right stand column to be close to or far away from the connecting plates is arranged in the middle hollow stand column. The building pile has the beneficial effects of being good in strength and stability.
Description
Technical field
The invention belongs to technical field of buildings, be specifically related to the stake of a kind of high firm building.
Background technology
It is known that building stake is a kind of building appliance, it is mainly used in squeezing in earth and carries out its upper building support
Base apparatus, be therefore widely used in building engineering field.Whether building stake can keep in earth depths stablizing serious shadow
Ring the safety of this building, and the stability building stake has an effect on the development in city later stage, as built subway etc., if building
Stake generation loosens and will directly affect the life security of people.Existing building stake includes pile body and pile top, and pile top is arranged on pile body
Bottom；During use, by hitting pile body, use pile top to run downwards in earth and be operated；But it finds in using,
Because the structure of pile body and pile top is fixed form, therefore then cannot be carried out adapting in the building stake required for different size,
Thus often occur that building stake is defective, or the situation do not arranged in pairs or groups.Although the diameter of some building stake pile crown can adjust, but
It is that generally speaking building pilework is unstable, accident easily occurs.As Publication No. 204919532U discloses, one is novel builds
Build stake, adjust left socle and the relative distance of right support by rotation adjustment device, thus adjust the distance between building pile crown,
But the left and right of the building pile head of this structure divides point hinged, unstable when bearing huge gravity, there is potential safety hazard.And
And this building stake is only by the frictional resistance of vertical direction, and not having the wedging function of horizontal direction, load ability to bear has
Limit, when top load-bearing is the biggest, easily occurs.
Summary of the invention
It is an object of the invention to provide that a kind of intensity is good, the building stake of good stability.
The above-mentioned technical purpose of the present invention is achieved through the following technical solutions:
The stake of a kind of high firm building, including having the hollow pile body of left pile body and right pile body and having left pile crown and the cone of right pile crown
Shape pile crown, hinged with left pile crown top bottom described left pile body, hinged with right pile crown top bottom described right pile body, its feature exists
In: on described left pile body and right pile body, symmetrical offering is organized from inside to outside and downward-sloping side opening more, plugs in described side opening
The side stake stretched out outside described side opening, stake the inner, described side is had to be inserted on the connecting plate being positioned at described hollow pile body；Described sky
Being provided with column in heart pile body, described column includes central hollow column, is positioned at the left side column of central hollow column both sides, the right side
Heel post, is positioned at central hollow column both sides and is positioned at the left slider above described left side column, right side uprights, right slide block, institute
State left slider, right slide block is connected by spring between described central hollow column, the corresponding described left side of described left pile body, right pile body
Slide block, right slide position are provided with left chute, right rail, and described left side column, right side uprights the most described connecting plate side set
It is equipped with the skewed pushing face for extruding described connecting plate drawn close from top to bottom, described company to described central hollow column
Be provided with the compression face identical with described pushing face incline direction inside fishplate bar, on described central hollow column at least provided with
One group for promoting described left side column, right side uprights closer or far from the adjustment structure of described connecting plate.
Use and side stake is set in building stake, when building stake and squeezing in earth, slide downward column, column squeeze side
Stake, makes side stake stretch into earth, which increases the wedging function of building stake horizontal direction, and load ability to bear is strengthened, and builds stake
More stable.Arranging left and right slide block in central hollow column both sides, slide block is connected by spring with central hollow column, about correspondence
Pile body position arranges chute, and middle hollow column is played correcting, supporting role by left and right slide block, makes central hollow column be not easy
Offset, improve the stability of building stake on the whole.Slide block is connected by spring with central hollow column, when between building stake
Away from the least, spring plays a cushioning effect.Connecting plate is respectively provided with consistent oblique of incline direction with left and right sides column opposite side
Face, when connecting plate is displaced outwardly by the pushing of left and right sides column, the spacing between connecting plate and left and right sides column increases, and uses
The setting of this downward slope, it is ensured that left and right sides column effectively contacts with connecting plate, thus advances side stake to enter the stake of earth side
It is plugged in connecting plate.Adjustment structure is set simultaneously, regulation connecting plate and left side column or right side vertical between distance, Ke Yigeng
Offside stake applies the active force of horizontal direction well, makes side stake enter earth smoothly.
As preferably, described adjustment structure includes being connected to described left side column, right side uprights near described central hollow
Column side also penetrates the left connecting rod in described central hollow column, right connecting rod, described left connecting rod, right connecting rod interior
End is hinged with downward-sloping left adjusting rod, right adjusting rod, hinged bottom described left adjusting rod, right adjusting rod, described left regulation
The intermediate regulations having horizontally disposed and two ends can move up and down is connected along left adjusting rod and right adjusting rod between bar, right adjusting rod
Bar.
As preferably, described left adjusting rod, right adjusting rod are all offered along described left adjusting rod, right adjusting rod length direction
Arc chute, described middle tone pole two ends is had to be provided with the spherical slippery fellow that can slide along described arc chute.
As preferably, described middle tone pole is fixed with vertically arranged and described middle tone pole can be promoted along described circular arc
The down-pressed pole that shape chute slides up and down, described down-pressed pole upper end is stretched out outside described central hollow column.
As preferably, described central hollow column top lateral symmetry offers entrance hole, and described down-pressed pole top is by upper
Be disposed with multiple Horizontal limiting through hole under to, described central hollow column top with by being arranged in described entrance hole and water
The gag lever post of flat limiting through hole connects.
As preferably, described gag lever post both sides be provided with for prevent described gag lever post from described entrance hole skid off spacing
Block.
As preferably, on described central hollow column, Parallel Symmetric is provided with two groups of regulations of a shared described down-pressed pole
Structure, connects between two middle tone poles of described two groups of adjustment structures and has even power lower platen, and described down-pressed pole is fixed on institute
State the center of even power lower platen, be removably arranged with even power weight bucket post outside described down-pressed pole, in described even power weight bucket post
From top to bottom at least provided with two spacing guiding collars, pass through between the described spacing guiding collar and even power weight bucket column wall
Some spokes connect.
By arranging two groups of adjustment structures, two groups of adjustment structures are connected by even power lower platen, and down-pressed pole passes through
Even power lower platen applies active force to left and right sides column, and the area of even power lower platen is big, applies active force more high forces
Evenly, left and right sides column lateral extrusion connecting plate is made.Outside down-pressed pole, sheathed even power weight bucket post considerably increases simultaneously
The active force applying even power lower platen, makes side stake be easier to enter earth.
As preferably, bottom described down-pressed pole, centered by following depression bar axle center, it is provided with some radially
Firm stiffener, on described even power weight bucket post, the position of corresponding described entrance hole offers connecting hole.
Add the intensity of down-pressed pole by arranging firm stiffener bottom down-pressed pole, make down-pressed pole more stable.
Even power weight bucket post arranges connecting hole, can in the limiting through hole in connecting hole, entrance hole and down-pressed pole
It is fixed presses lever with insertion gag lever post.
As preferably, connected by axis of rotation bottom described left pile crown and right pile crown, described left pile crown and the right side
On pile crown, relative position is provided with screw, is provided with regulation screw in described screw, and described regulation screw is upper
It is arranged with back-moving spring between described left pile crown and right pile crown.
As preferably, described left pile body or right pile body top are provided with adjusting rod, and described adjusting rod includes rear end
The first adjusting rod offering hole, multiple location and the rear end that are articulated with on described left pile body or right pile body are socketed on
The second adjusting rod that can slide along the first adjusting rod in described first adjusting rod, described second adjusting rod front end
It is spirally connected with the contiguous block being arranged on described right pile body or left pile body top；It is provided with many on described second adjusting rod
Individual groove, is provided with locating piece in described groove, by spring and described groove bottom land bottom described locating piece
Connect.
When needing the distance shortening adjusting rod, press locating piece, advance the second adjusting rod to the first adjusting rod
Hole, location at, locating piece just be stuck in location hole in, it is achieved the shortening of adjusting rod.When needs elongation regulation
During bar, pull out the second adjusting rod by the locating piece fallen in hole, location.
In sum, the invention have the benefit that
1. use and side stake is set in building stake, when building stake and squeezing in earth, slide downward column, column squeeze side stake,
Making side stake stretch into earth, which increase the wedging function of building stake horizontal direction, load ability to bear is strengthened, and building stake is more steady
Fixed.Connecting plate is respectively provided with, with left and right sides column opposite side, the inclined-plane that incline direction is consistent, uses the setting of this downward slope,
Connecting plate is respectively provided with, with left and right sides column opposite side, the inclined-plane that incline direction is consistent, when connecting plate is pushed away by left and right sides column
Pressure is displaced outwardly, and the spacing between connecting plate and left and right sides column increases, and uses the setting of this downward slope, it is ensured that left and right sides
Column effectively contacts with connecting plate, thus advances side stake to enter earth.
2. arranging left and right slide block in central hollow column both sides, slide block is connected by spring with central hollow column, corresponding
Pile body position, left and right arranges chute, and middle hollow column is played correcting, supporting role by left and right slide block, makes central hollow column not
It is susceptible to skew, improves the stability of building stake on the whole.Slide block is connected by spring with central hollow column, works as building
Pile spacing is the least, and spring plays a cushioning effect.
3. column on the left of promotion, right side uprights be set in building stake closer or far from the adjustment structure of described connecting plate,
Two effects can be reached, on the one hand: when building stake enters in earth, if ambient earth is harder, only by a left side
The right side uprights vertical direction extruding to connecting plate, it is impossible to make side stake enter earth, if now by left and right sides column toward overhanging
Exhibition, carries out horizontal direction extruding and applies horizontal direction active force connecting plate, makes side stake be easier to enter earth；On the other hand,
Cause spacing between left and right sides column and connecting plate the biggest when building stake because of width adjustment, it is impossible to contact with connecting plate, at this moment lead to
Cross adjustment left and right sides column to stretch, reduce the distance between left and right sides column and connecting plate, it is achieved left and right sides column and connecting plate
Extruding.
4. arranging two groups of adjustment structures, two groups of adjustment structures are connected by even power lower platen, and down-pressed pole is by pressing under even power
Plate applies active force to left and right sides column, and the area of even power lower platen is big, applies active force more high forces evenly, makes left and right
Heel post lateral extrusion connecting plate.Simultaneously outside down-pressed pole, sheathed even power weight bucket post considerably increases and executes even power lower platen
The active force added, makes side stake be easier to enter earth.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Fig. 2 is central hollow column and left and right sides upright post connection structure figure；
Fig. 3 is even power lower platen and the top view of down-pressed pole connection；
Fig. 4 is adjusting rod top view；
Fig. 5 is adjusting rod front view；
The left pile body of 11-in figure, the right pile body of 12-, the left chute of 13-, 14-right rail, the left pile body of 21-, the right pile body of 22-, empty in the middle of 31-
Heart column, column on the left of 32-, 33-right side uprights, the left connecting rod of 34-, the right connecting rod of 35-, the left adjusting rod of 36-, the right regulation of 37-
Bar, 38-middle tone pole, 39-down-pressed pole, 391-spacing hole, 392-gag lever post, 393-stiffener, 394-even power weight bucket post,
The 395-spacing guiding collar, 396-spoke, 4-side opening, 41-even power lower platen, the stake of 51-side, 52-connecting plate, 6-regulates screw,
71-the first adjusting rod, 72-the second adjusting rod, 711-positions hole, 721-groove, 722-locating piece, 8-back-moving spring, the left cunning of 91-
Block, the right slide block of 92-.
Detailed description of the invention
Embodiment one
A kind of building stake with side stake, including having the hollow pile body of left pile body 11 and right pile body 12 and having left pile crown 21 He
The taper pile crown of right pile crown 22, hinged with left pile crown 21 top bottom left pile body 11, with right pile crown 22 top bottom right pile body 12
Hinged, left pile body 11 and right pile body 12 symmetry offer organize from inside to outside and downward-sloping side opening 4 more, are inserted with in side opening 4
And stretch out the side stake 51 of side opening 4, side stake 51 the inner is inserted on the connecting plate 52 being positioned at hollow pile body；Arrange in hollow pile body
Column, column is had to include central hollow column 31, be positioned at the left side column 32 of central hollow column 31 both sides, right side uprights 33,
It is positioned at central hollow column 31 both sides and is positioned at the left slider 91 above left side column 32, right side uprights 33, right slide block 92, left cunning
Block 91, right slide block 92 are connected by spring between central hollow column 31, the corresponding left slider 91 of left pile body 11, right pile body 12,
Right slide block 92 position is provided with left chute 13, right rail 14, arranges left and right slide block in central hollow column both sides, and slide block is with middle
Hollow column is connected by spring, and corresponding pile body position, left and right arranges chute, left and right slide block middle hollow column is played correcting,
Supporting role, makes central hollow column that skew to be less likely to occur, improves the stability of building stake on the whole.Slide block is empty with centre
Heart column is connected by spring, when building pile spacing is the least, and spring plays a cushioning effect.Left side column 32, right side uprights
33 relative connecting plate 52 sides be provided with from top to bottom to central hollow column 31 draw close for extruding described connecting plate 52
Skewed pushing face, is provided with the compression face identical with pushing face incline direction, when column slide downward inside connecting plate 52
Time, the pushing face of left and right sides column contacts laminating compression face and extrudes compression face, making connecting plate move outward.Middle empty
One group it is provided with for promoting described left side column 32, right side uprights 33 closer or far from the tune of connecting plate 52 on heart column 31
Nodule structure.
Adjustment structure includes being connected to left side column 32, right side uprights 33 is near central hollow column 31 side and penetrates
Between left connecting rod 34 in hollow column 31, right connecting rod 35, left connecting rod 34, the inner of right connecting rod 35 are hinged with and dip down
Left adjusting rod 36 tiltedly, right adjusting rod 37, hinged bottom left adjusting rod 36, right adjusting rod 37, left adjusting rod 36, right adjusting rod 37
Between connect the middle tone pole 38 having horizontally disposed and two ends can move up and down along left adjusting rod 36 and right adjusting rod 37, left
Arc chute 371 is all offered along left adjusting rod 36, right adjusting rod 37 length direction on adjusting rod 36, right adjusting rod 37, in
Between adjusting rod 38 two ends be provided with can along arc chute 371 slide spherical foxy 381.It is fixed with in the middle part of middle tone pole 38
Vertically arranged and that middle tone pole 38 can be promoted to slide up and down along described arc chute 371 down-pressed pole 39, on down-pressed pole 39
End stretches out outside described central hollow column 31.When moving down of presses lever, drive the slide downward of middle tone pole, middle
The left and right adjusting rod of adjusting rod extruding both sides, promotes left and right connecting rod to stretch out, and drives left and right side column towards connecting plate
Extruding, makes side stake enter earth.Central hollow column 31 top lateral symmetry offers entrance hole 311, down-pressed pole 39 top by
It is disposed with down multiple Horizontal limiting through hole 391, between entrance hole 311 and Horizontal limiting through hole 391, passes through gag lever post
392 connect, and gag lever post 392 both sides are provided with the limited block for preventing gag lever post 392 from skidding off from entrance hole 311.
Being connected by axis of rotation bottom left pile crown 21 and right pile crown 22, left pile crown 21 is relative with on right pile crown 22
Position is provided with screw, is provided with regulation screw 6 in screw, regulation screw 6 is positioned at left pile crown 21 and right pile crown 22 it
Between be arranged with back-moving spring 8.By the size rotating regulation pile crown of left and right pile crown, regulation screw can fix pile crown makes building
Stake is more stable.
Left pile body 11 top is provided with adjusting rod, and offering that adjusting rod includes that rear end is articulated with on right pile body 12 is multiple fixed
The second tune that can slide along the first adjusting rod 71 that first adjusting rod 71 in hole 711, position and rear end are socketed in the first adjusting rod 71
Pole 72, the second adjusting rod 72 front end and the contiguous block being arranged on left pile body 11 top are spirally connected, and the second adjusting rod 72 is provided with
Multiple grooves 721, are provided with locating piece 722 in groove, be connected with described groove bottom land by spring bottom locating piece 722.When
When needing the distance shortening adjusting rod, press locating piece, advance at the hole, location of the second adjusting rod to the first adjusting rod, locating piece
Just it is stuck in hole, location, it is achieved the shortening of adjusting rod.When needs elongation adjusting rod, by the locating piece fallen in hole, location
Pull out the second adjusting rod.
Embodiment two
Other structures are with embodiment one, and difference is: be provided with two groups on central hollow column 31 for promoting left side
Column 32, right side uprights 33 are closer or far from the adjustment structure of connecting plate 52.
Adjustment structure includes that on central hollow column 31, Parallel Symmetric is provided with two groups of regulations of a shared down-pressed pole 39
Structure, connects between two middle tone poles 38 of two groups of adjustment structures and has even power lower platen 41, and down-pressed pole 39 is fixed on even power
The center of lower platen 41, down-pressed pole 39 is outer is removably arranged with even power weight bucket post 394, by upper in even power weight bucket post 394
Down-set have two spacing guiding collars 395, by some between the spacing guiding collar and even power weight bucket post 394 inwall
Spoke 396 connects.Some firm stiffeners 393 it are provided with centered by following depression bar axle center radially bottom down-pressed pole 39,
On even power weight bucket post 394, the position of corresponding described entrance hole offers connecting hole, the limit in connecting hole, entrance hole and down-pressed pole
Position through hole may be inserted into gag lever post be fixed.Two groups of adjustment structures are connected by even power lower platen, and down-pressed pole is by even power
Lower platen applies pressure to middle adjusting rod, and intermediate regulations pole pair left and right sides column applies active force, promotes connecting plate to move.Even
The area of power lower platen is big, applies active force more high forces evenly, makes left and right sides column lateral extrusion connecting plate.Exist simultaneously
Outside down-pressed pole, sheathed even power weight bucket post considerably increases the active force applying even power lower platen, makes side stake be easier to enter
Earth.
The using method of embodiment one, two building stake is: according to using environment to determine distance before using, adjust left and right
Distance between pile crown meets the requirements, and building stake is inserted in earth subsequently, is put into by column in building stake, and column passes through slide block
Slipping in building stake, left and right side column, by extruding connecting plate, makes side stake stretch into earth.In the process can by down-pressed pole
To adjust the distance between left and right side column and connecting plate, make left and right side column contact with connecting plate, apply one to connecting plate
The active force of individual horizontal direction, makes side stake be easier to enter earth.Finally adjust the length of adjusting rod, make between the pile body of left and right
Distance between distance and pile crown adapts.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art
The present embodiment can be made after reading this specification by member as required does not has the amendment of creative contribution, but as long as at this
All protected by Patent Law in the right of invention.
Claims (10)
1. a high firm building stake, including having the hollow pile body of left pile body (11) and right pile body (12) and having left pile crown
(21) and the taper pile crown of right pile crown (22), described left pile body (11) bottom is hinged with left pile crown (21) top, described right pile body
(12) bottom is hinged with right pile crown (22) top, it is characterised in that: described left pile body (11) and the upper symmetry of right pile body (12) are offered
There is organize from inside to outside and downward-sloping side opening (4) more, in described side opening (4), be inserted with the side stake stretching out described side opening (4) outward
(51), described side stake (51) the inner is inserted on the connecting plate (52) being positioned at described hollow pile body；Set in described hollow pile body
Be equipped with column, described column include central hollow column (31), the left side column (32) being positioned at central hollow column (31) both sides,
Right side uprights (33), is positioned at central hollow column (31) both sides and is positioned at described left side column (32), right side uprights (33) top
Left slider (91), right slide block (92), logical between described left slider (91), right slide block (92) and described central hollow column (31)
Crossing spring to connect, described left pile body (11), the corresponding described left slider of right pile body (12) (91), right slide block (92) position are provided with a left side
Chute (13), right rail (14), described left side column (32), right side uprights (33) the most described connecting plate (52) side are provided with
The skewed pushing face for extruding described connecting plate (52) drawn close to described central hollow column (31) from top to bottom, institute
State connecting plate (52) inner side and be provided with the compression face identical with described pushing face incline direction, on described central hollow column (31)
In be used for promoting described left side column (32), right side uprights (33) closer or far from described connecting plate (52) at least provided with one group
Adjustment structure.
A kind of high firm building the most according to claim 1 stake, it is characterised in that: described adjustment structure includes being connected to institute
State left side column (32), right side uprights (33) is near described central hollow column (31) side and penetrates described central hollow column
(31) the left connecting rod (34) in, right connecting rod (35), described left connecting rod (34), right connecting rod (35) the inner hinged oriented
The left adjusting rod (36) of lower inclination, right adjusting rod (37), hinged bottom described left adjusting rod (36), right adjusting rod (37), described
Connecting between left adjusting rod (36), right adjusting rod (37) has the horizontally disposed and two ends can be along left adjusting rod (36) and right adjusting rod
(37) the middle tone pole (38) moved up and down.
A kind of high firm building the most according to claim 2 stake, it is characterised in that: described left adjusting rod (36), right regulation
Arc chute, described middle tone is all offered along described left adjusting rod (36), right adjusting rod (37) length direction on bar (37)
Pole (38) two ends are provided with the spherical slippery fellow that can slide along described arc chute.
A kind of high firm building the most according to claim 3 stake, it is characterised in that: described middle tone pole (38) is fixed with
Vertically arranged and that described middle tone pole (38) can be promoted to slide up and down along described arc chute down-pressed pole (39), described under
Described central hollow column (31) is stretched out outward in depression bar (39) upper end.
A kind of high firm building the most according to claim 4 stake, it is characterised in that: described central hollow column (31) top
Lateral symmetry offers entrance hole, and described down-pressed pole (39) top is from top to bottom disposed with multiple Horizontal limiting through hole
(391), described central hollow column (31) top with by being arranged in described entrance hole and the gag lever post of Horizontal limiting through hole
(392) connect.
Described a kind of high firm building stake the most according to claim 5, it is characterised in that: described gag lever post (392) two
Side is provided with the limited block for preventing described gag lever post (392) from skidding off from described entrance hole.
A kind of high firm building the most according to claim 6 stake, it is characterised in that: described central hollow column (31) is upper flat
Row is symmetrically arranged with two groups of adjustment structures of a shared described down-pressed pole (39), two middle tones of described two groups of adjustment structures
Connecting between pole (38) and have even power lower platen (41), described down-pressed pole (39) is fixed in described even power lower platen (41)
The heart, described down-pressed pole (39) is the most removably arranged with even power weight bucket post (394), in described even power weight bucket post (394) by
Upper downwards at least provided with two spacing guiding collars (395), the described spacing guiding collar and even power weight bucket post (394) inwall
Between connected by some spokes (396).
A kind of high firm building the most according to claim 7 stake, it is characterised in that: the following pressure in described down-pressed pole (39) bottom
Some firm stiffeners (393) it are provided with radially, the upper corresponding institute of described even power weight bucket post (394) centered by bar axle center
The position stating entrance hole offers connecting hole.
9. according to the arbitrary described a kind of high firm building stake of claim 1-8, it is characterised in that: described left pile crown (21) and the right side
Pile crown (22) bottom is connected by axis of rotation, and described left pile crown (21) relative position upper with right pile crown (22) is provided with screw,
Be provided with regulation screw (6) in described screw, described regulation screw (6) is positioned at described left pile crown (21) and right pile crown (22) it
Between be arranged with back-moving spring (8).
A kind of high firm building the most according to claim 9 stake, it is characterised in that: described left pile body (11) or right pile body
(12) top is provided with adjusting rod, and described adjusting rod includes that rear end is articulated with opening on described left pile body (11) or right pile body (12)
Be provided with first adjusting rod (71) in hole, multiple location (711) and rear end is socketed in described first adjusting rod (71) can be along first
The second adjusting rod (72) that adjusting rod (71) slides, described second adjusting rod (72) front end be arranged on described right pile body (12) or
The contiguous block on left pile body (11) top is spirally connected；It is provided with multiple groove (721), in described groove on described second adjusting rod (72)
Being provided with locating piece (722), described locating piece (722) bottom is connected with described groove bottom land by spring.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350949.3A CN105839617B (en) | 2016-05-25 | 2016-05-25 | High firm building stake |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350949.3A CN105839617B (en) | 2016-05-25 | 2016-05-25 | High firm building stake |
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| CN105839617A true CN105839617A (en) | 2016-08-10 |
| CN105839617B CN105839617B (en) | 2024-03-22 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190734A (en) * | 2017-06-22 | 2017-09-22 | 成都赋阳技术开发有限公司 | The roadbed supporting pile for repairing construction is built for road and bridge |
| CN110409428A (en) * | 2019-07-01 | 2019-11-05 | 东莞市建安集团有限公司 | Tube pile structure and its construction method |
| CN113550299A (en) * | 2021-09-06 | 2021-10-26 | 芜湖宝正新型材料科技有限公司 | Assembled unwrapping wire tubular pile of steel-wood structure |
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| CN113550299A (en) * | 2021-09-06 | 2021-10-26 | 芜湖宝正新型材料科技有限公司 | Assembled unwrapping wire tubular pile of steel-wood structure |
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| Publication number | Publication date |
|---|---|
| CN105839617B (en) | 2024-03-22 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A highly stable building pile Granted publication date: 20240322 Pledgee: Zhejiang Tailong Commercial Bank Co.,Ltd. Huzhou balidian small and micro enterprise franchise sub branch Pledgor: ZHEJIANG QIAOXING CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980032684 |
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