CN105862726B - Building pile with side piles - Google Patents
Building pile with side piles Download PDFInfo
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- CN105862726B CN105862726B CN201610350952.5A CN201610350952A CN105862726B CN 105862726 B CN105862726 B CN 105862726B CN 201610350952 A CN201610350952 A CN 201610350952A CN 105862726 B CN105862726 B CN 105862726B
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- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000002689 soil Substances 0.000 description 18
- 238000001125 extrusion Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004904 shortening Methods 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
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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
- E02D5/72—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
- E02D2200/15—Geometrical or physical properties including at least a hinge
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
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- 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 building pile with side piles. The pile comprises a hollow pile body and a conical pile head, wherein a side pile is arranged in the hollow pile body, and the inner end of the side pile is inserted into a connecting plate positioned in the hollow pile body; the hollow pile comprises a hollow pile body, and is characterized in that an upright post is arranged in the hollow pile body, the upright post comprises a middle hollow upright post, a left upright post and a right upright post which are positioned on two sides of the middle hollow upright post, the left upright post and the right upright post are arranged on one side of the connecting plate from top to bottom, the middle hollow upright post is close to each other and used for extruding an inclined pushing surface of the connecting plate, a pressing surface with the same inclination direction as the pushing surface is arranged on the inner side of the connecting plate, and at least one group of adjusting structures used for pushing the left upright post and the right upright post to be close to or far away from the connecting plate are arranged on the middle hollow upright post. The building pile provided by the invention has the characteristics of strong load bearing capacity and good stability.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a building pile with side piles.
Background
As is well known, a construction pile is a construction tool mainly used for driving into earth to support a building above the construction pile, and is thus widely used in the field of construction engineering. Whether the building pile can be kept stable in the deep soil seriously affects the safety of the building, and the stability of the building pile also affects the later-stage development of cities, such as subway construction, etc., and if the building pile loosens, the life safety of people is directly affected. The existing building pile comprises a pile body and a pile tip, wherein the pile tip is arranged at the bottom end of the pile body; when the pile is used, the pile tip is used for running downwards in soil to work by striking the pile body; however, in use, the pile body and the pile tip are fixed, so that the pile cannot be adapted to building piles with different size requirements, and the situation that the building piles are unqualified or are not matched frequently occurs. Although the diameter of the pile head of some building piles can be adjusted, the overall building pile structure is unstable, and accidents are easy to occur. The utility model discloses a novel building pile, is disclosed for 204919532U, adjusts the relative distance of left socle and right branch frame through rotatory adjusting device to adjust the distance between the building pile head, but the left and right branch point of the building pile head of this kind of structure articulates, unstable when bearing huge gravity, exists the potential safety hazard. Moreover, the building pile only receives frictional resistance in the vertical direction, has no fitting effect in the horizontal direction, has limited load bearing capacity, and is easy to sink when the upper part bears too much load.
Disclosure of Invention
The invention aims to provide a building pile with strong load bearing capacity and good stability.
The technical aim of the invention is realized by the following technical scheme:
building pile with side pile, including the hollow pile body that has left pile body and right pile body and the toper pile head that has left pile head and right pile head, left pile body bottom is articulated with left pile head top, right pile body bottom is articulated with right pile head top, its characterized in that: a plurality of groups of side holes which incline downwards from inside to outside are symmetrically formed in the left pile body and the right pile body, side piles extending out of the side holes are inserted in the side holes, and inner ends of the side piles are inserted in connecting plates positioned in the hollow pile body; the hollow pile comprises a hollow pile body, and is characterized in that an upright post is arranged in the hollow pile body, the upright post comprises a middle hollow upright post, a left upright post and a right upright post which are positioned on two sides of the middle hollow upright post, the left upright post and the right upright post are arranged on one side of the connecting plate from top to bottom, the middle hollow upright post is close to each other and used for extruding an inclined pushing surface of the connecting plate, a pressing surface with the same inclination direction as the pushing surface is arranged on the inner side of the connecting plate, and at least one group of adjusting structures used for pushing the left upright post and the right upright post to be close to or far away from the connecting plate are arranged on the middle hollow upright post.
The side piles are arranged in the building piles, when the building piles are driven into soil, the upright posts slide downwards, and squeeze the side piles to enable the side piles to extend into the soil, so that the fit effect of the building piles in the horizontal direction is increased, the load bearing capacity is enhanced, and the building piles are more stable. The opposite sides of connecting plate and left and right side stand all set up the inclined plane that the incline direction is unanimous, receive the bulldozing of left and right side stand when the connecting plate and outwards remove, interval increase between connecting plate and the left and right side stand adopts the setting of this kind of downward inclined plane, guarantees the effective contact of left and right side stand and connecting plate to impel the side stake and get into earth side stake and insert and establish in the connecting plate. And meanwhile, the adjusting structure is arranged to adjust the distance between the connecting plate and the left upright post or the right upright post, so that the acting force in the horizontal direction can be applied to the side piles better, and the side piles smoothly enter soil.
Preferably, the adjusting structure comprises a left connecting rod and a right connecting rod which are connected to one side of the left upright post and the right upright post, close to the middle hollow upright post and penetrate into the middle hollow upright post, a left adjusting rod and a right adjusting rod which are inclined downwards are hinged to the inner ends of the left connecting rod and the right connecting rod, the bottoms of the left adjusting rod and the right adjusting rod are hinged, and a middle adjusting rod which is horizontally arranged and two ends of which can move up and down along the left adjusting rod and the right adjusting rod is connected between the left adjusting rod and the right adjusting rod.
Preferably, the upper edges of the left adjusting rod and the right adjusting rod are provided with circular arc sliding grooves along the length direction of the left adjusting rod and the right adjusting rod, and the two ends of the middle adjusting rod are provided with spherical sliding heads capable of sliding along the circular arc sliding grooves.
Preferably, the middle adjusting rod is fixedly connected with a lower pressing rod which is vertically arranged and can push the middle adjusting rod to slide up and down along the circular arc chute, and the upper end of the lower pressing rod extends out of the middle hollow upright post.
Preferably, the two sides of the top of the middle hollow upright post are symmetrically provided with guide holes, the upper part of the lower pressing rod is sequentially provided with a plurality of horizontal limiting through holes from top to bottom, and the upper part of the middle hollow upright post is connected with a limiting rod penetrating through the guide holes and the horizontal limiting through holes.
Preferably, limiting blocks for preventing the limiting rod from sliding out of the guide hole are arranged on two sides of the limiting rod.
Preferably, two groups of adjusting structures sharing one lower pressure rod are symmetrically arranged on the middle hollow upright column in parallel, a uniform force lower pressure plate is connected between two middle adjusting rods of the two groups of adjusting structures, the lower pressure rod is fixedly connected to the center of the uniform force lower pressure plate, a uniform force heavy hammer barrel column is detachably sleeved outside the lower pressure rod, at least two limiting guide lantern rings are arranged in the uniform force heavy hammer barrel column from top to bottom, and the limiting guide lantern rings are connected with the inner wall of the uniform force heavy hammer barrel column through a plurality of spokes.
Through setting up two sets of regulation structures, two sets of regulation structures pass through the even power holding down plate and connect, and the holding down bar passes through
The even force lower pressure plate applies acting force to the left upright post and the right upright post, the area of the even force lower pressure plate is large, the applied acting force is stronger, the acting force is more uniform, and the left upright post and the right upright post horizontally squeeze the connecting plate. Meanwhile, the force applied to the uniform force lower pressing plate is greatly increased by sleeving the uniform force heavy hammer barrel column outside the lower pressing rod, so that the side piles are easier to enter soil.
Preferably, the bottom of the lower pressure rod is radially provided with a plurality of lower pressure rod shafts as the center
And the position of the uniform force heavy hammer barrel column corresponding to the guide hole is provided with a connecting hole.
The strength of the lower pressure rod is increased by arranging the stable reinforcing strip at the bottom of the lower pressure rod, so that the lower pressure rod is more stable.
The barrel column of the even force heavy hammer is provided with a connecting hole, and the connecting hole, the leading-in hole and the limiting through hole in the lower pressure rod can be internally provided with
The limiting rod is inserted to fix the pressing rod.
Preferably, the bottoms of the left pile head and the right pile head are rotationally connected through a rotating shaft, and the left pile head and the right pile head
The pile head is provided with screw holes at opposite positions, adjusting screws are arranged in the screw holes, and the adjusting screws are arranged at upper positions
And a reset spring is sleeved between the left pile head and the right pile head.
Preferably, the top of the left pile body or the right pile body is provided with an adjusting rod, and the adjusting rod comprises a rear end
A first adjusting rod hinged on the left pile body or the right pile body and provided with a plurality of positioning holes, and a rear end sleeved on the left pile body or the right pile body
A second adjusting rod which is arranged in the first adjusting rod and can slide along the first adjusting rod, and the front end of the second adjusting rod
The connecting block is in threaded connection with a connecting block arranged at the top end of the right pile body or the left pile body; the second adjusting rod is provided with a plurality of adjusting rods
The groove is internally provided with a positioning block, and the bottom of the positioning block is connected with the bottom of the groove through a spring
And (5) connection.
When the distance between the adjusting rods needs to be shortened, the positioning block is pressed down to push the second adjusting rod to the first adjusting rod
The positioning block is just clamped in the positioning hole, so that the shortening of the adjusting rod is realized. When the extension adjustment is needed
When the rod is in use, the positioning block falling into the positioning hole is pressed down to pull out the second adjusting rod.
In summary, the beneficial effects of the invention are as follows:
1. the side piles are arranged in the building piles, when the building piles are driven into soil, the upright posts slide downwards, and squeeze the side piles to enable the side piles to extend into the soil, so that the fit effect of the building piles in the horizontal direction is increased, the load bearing capacity is enhanced, and the building piles are more stable. The opposite sides of connecting plate and left and right side stand all set up the inclined plane that the inclination is unanimous, adopt this kind of setting of downward inclined plane, the opposite sides of connecting plate and left and right side stand all set up the inclined plane that the inclination is unanimous, when the connecting plate receives the bulldoze outside of left and right side stand and removes, the interval between connecting plate and the left and right side stand increases, adopts the setting of this kind of downward inclined plane, guarantees the effective contact of left and right side stand and connecting plate to impel side stake entering earth.
2. An adjusting structure for pushing the left upright post and the right upright post to be close to or far from the connecting plate is arranged in the building pile,
two effects can be achieved, on the one hand: when the building piles enter soil, if the surrounding soil is harder, the side piles cannot enter the soil only by extruding the connecting plates in the vertical direction of the left and right side upright posts, and if the left and right side upright posts extend outwards, the connecting plates are extruded in the horizontal direction to apply horizontal acting force, so that the side piles can enter the soil more easily; on the other hand, when the space between the left upright post and the right upright post and the connecting plate is too large due to width adjustment of the building pile, the building pile cannot be contacted with the connecting plate, and at the moment, the distance between the left upright post and the connecting plate is shortened by adjusting the left upright post and the right upright post to realize the extrusion of the left upright post and the right upright post and the connecting plate.
3. Two groups of adjusting structures are arranged and connected through a uniform force lower pressing plate, the lower pressing rod applies acting force to the left upright post and the right upright post through the uniform force lower pressing plate, the area of the uniform force lower pressing plate is large, the applied acting force is stronger, the acting force is more uniform, and the left upright post and the right upright post are horizontally extruded to the connecting plate. Meanwhile, the force applied to the uniform force lower pressing plate is greatly increased by sleeving the uniform force heavy hammer barrel column outside the lower pressing rod, so that the side piles are easier to enter soil.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a diagram showing the structure of the connection of the middle hollow upright post with the left and right side upright posts;
FIG. 3 is a top view of the connection of the uniform force lower platen and the lower press bar;
FIG. 4 is a top view of the adjustment lever;
FIG. 5 is a front view of the adjustment lever;
in the figure, the left pile body 11-12-right pile body 21-left pile body 22-right pile body 31-middle hollow upright post 32-left upright post 33-right upright post 34-left connecting rod 35-right connecting rod 36-left adjusting rod 37-right adjusting rod 38-middle adjusting rod 39-down bar 391-limit hole 392-limit rod, 393-reinforcing strips, 394-uniform force heavy hammer barrel columns, 395-limit guide lantern rings, 396-spokes, 4-side holes, 41-uniform force lower pressing plates, 51-side piles, 52-connecting plates, 6-adjusting screws, 71-first adjusting rods, 72-second adjusting rods, 711-positioning holes, 721-grooves, 722-positioning blocks and 8-return springs.
Detailed Description
Example 1
The building pile with side piles comprises a hollow pile body with a left pile body 11 and a right pile body 12 and a conical pile head with a left pile head 21 and a right pile head 22, wherein the bottom of the left pile body 11 is hinged with the top of the left pile head 21, the bottom of the right pile body 12 is hinged with the top of the right pile head 22, a plurality of groups of side holes 4 which incline downwards from inside to outside are symmetrically formed in the left pile body 11 and the right pile body 12, side piles 51 which extend out of the side holes 4 are inserted in the side holes 4, and the inner ends of the side piles 51 are inserted in connecting plates 52 positioned in the hollow pile body; the hollow pile body is internally provided with the stand column, and the stand column includes middle hollow stand column 31, be located left side stand column 32, the right side stand column 33 of middle hollow stand column 31 both sides, left side stand column 32, right side stand column 33 are provided with from top to bottom relative connecting plate 52 one side and are used for the extrusion the inclined extrusion face of connecting plate 52 that is close up of middle hollow stand column 31, and the connecting plate 52 inboard is provided with the pressurized surface the same with the extrusion face incline direction, and when the stand was slided down, the extrusion face contact laminating pressurized surface of left and right sides stand column was extruded the pressurized surface, makes the connecting plate outwards remove. A group of adjusting structures for pushing the left upright 32 and the right upright 33 to approach or separate from the connecting plate 52 are arranged in the middle hollow upright 31.
The adjusting structure comprises a left connecting rod 34 and a right connecting rod 35 which are connected to one side of a left upright post 32 and a right upright post 33, close to a middle hollow upright post 31, and penetrate into the middle hollow upright post 31, wherein the inner ends of the left connecting rod 34 and the right connecting rod 35 are hinged with a left adjusting rod 36 and a right adjusting rod 37 which incline downwards, the bottoms of the left adjusting rod 36 and the right adjusting rod 37 are hinged, a middle adjusting rod 38 which is horizontally arranged and the two ends of which can move up and down along the left adjusting rod 36 and the right adjusting rod 37 is connected between the left adjusting rod 36 and the right adjusting rod 37, arc-shaped sliding grooves 371 are formed in the left adjusting rod 36 and the right adjusting rod 37 along the length direction of the left adjusting rod 36 and the right adjusting rod 37, and spherical sliding heads 381 which can slide along the arc-shaped sliding grooves 371 are arranged at the two ends of the middle adjusting rod 38. The middle part of the middle adjusting rod 38 is fixedly connected with a lower pressing rod 39 which is vertically arranged and can push the middle adjusting rod 38 to slide up and down along the circular arc chute 371, and the upper end of the lower pressing rod 39 extends out of the middle hollow upright 31. When the pressing rod moves downwards, the middle adjusting rod is driven to slide downwards, the middle adjusting rod extrudes the left adjusting rod and the right adjusting rod at two sides, the left connecting rod and the right connecting rod are pushed to extend outwards, the left upright post and the right upright post are driven to extrude towards the connecting plate, and the side piles enter soil. The guide hole 311 is symmetrically formed in two sides of the top of the middle hollow upright post 31, a plurality of horizontal limiting through holes 391 are sequentially formed in the upper portion of the lower pressing rod 39 from top to bottom, the guide hole 311 is connected with the horizontal limiting through holes 391 through limiting rods 392, and limiting blocks used for preventing the limiting rods 392 from sliding out of the guide hole 311 are arranged on two sides of the limiting rods 392.
The bottoms of the left pile head 21 and the right pile head 22 are rotationally connected through a rotating shaft, and the left pile head 21 and the right pile head 22 are opposite
Screw holes are formed in the positions, adjusting screws 6 are arranged in the screw holes, and reset springs 8 are sleeved between the left pile head 21 and the right pile head 22 on the adjusting screws 6. The size of the pile head is adjusted through the rotation of the left pile head and the right pile head, and the pile head can be fixed by the adjusting screw, so that the building pile is more stable.
The top of the left pile body 11 is provided with an adjusting rod, the adjusting rod comprises a first adjusting rod 71 with a rear end hinged to the right pile body 12 and provided with a plurality of positioning holes 711, and a second adjusting rod 72 with a rear end sleeved in the first adjusting rod 71 and capable of sliding along the first adjusting rod 71, the front end of the second adjusting rod 72 is in threaded connection with a connecting block arranged at the top end of the left pile body 11, a plurality of grooves 721 are formed in the second adjusting rod 72, positioning blocks 722 are arranged in the grooves, and the bottoms of the positioning blocks 722 are connected with the bottoms of the grooves through springs. When the distance of the adjusting rod needs to be shortened, the positioning block is pressed down to push the second adjusting rod to the positioning hole of the first adjusting rod, and the positioning block is just clamped in the positioning hole, so that the adjusting rod is shortened. When the adjusting rod needs to be extended, the positioning block falling into the positioning hole is pressed down to pull out the second adjusting rod.
Example two
Other structures are different from the first embodiment in that: two groups of adjusting structures for pushing the left upright 32 and the right upright 33 to approach or separate from the connecting plate 52 are arranged in the middle hollow upright 31.
The adjusting structure comprises two groups of adjusting structures which are symmetrically arranged on the middle hollow upright post 31 in parallel and share one pressing rod 39, a uniform force pressing plate 41 is connected between two middle adjusting rods 38 of the two groups of adjusting structures, the pressing rod 39 is fixedly connected to the center of the uniform force pressing plate 41, a uniform force heavy hammer barrel column 394 is detachably sleeved outside the pressing rod 39, two limiting guide lantern rings 395 are arranged in the uniform force heavy hammer barrel column 394 from top to bottom, and the limiting guide lantern rings are connected with the inner wall of the uniform force heavy hammer barrel column 394 through a plurality of spokes 396. The bottom of the lower pressure rod 39 is radially provided with a plurality of stable reinforcing strips 393 taking the axis of the lower pressure rod as the center, and the bottom of the lower pressure rod is provided with the stable reinforcing strips, so that the strength of the lower pressure rod is increased, and the lower pressure rod is more stable. The position of the barrel column 394 of the even force weight corresponding to the leading-in hole is provided with a connecting hole, and the limiting rod can be inserted into the limiting through holes in the connecting hole, the leading-in hole and the pressing rod for fixing. The two groups of adjusting structures are connected through a uniform force lower pressing plate, the lower pressing rod applies pressure to the middle adjusting rod through the uniform force lower pressing plate, and the middle adjusting rod applies acting force to the left upright post and the right upright post to push the connecting plate to move. The area of the uniform force lower pressing plate is large, the applied force is stronger and the applied force is more uniform, so that the left upright post and the right upright post horizontally squeeze the connecting plate. Meanwhile, the force applied to the uniform force lower pressing plate is greatly increased by sleeving the uniform force heavy hammer barrel column outside the lower pressing rod, so that the side piles are easier to enter soil.
The application method of the first building pile and the second building pile comprises the following steps: before use, the distance is determined according to the use environment, the distance between the left pile head and the right pile head is adjusted to meet the requirement, then the building pile is inserted into soil, the upright posts are placed into the building pile, and the left upright post and the right upright post extend into the soil through the extrusion connecting plates. In the process, the distance between the left upright post and the right upright post and the connecting plate can be adjusted through the pressing rod, so that the left upright post and the right upright post are contacted with the connecting plate, and a horizontal acting force is applied to the connecting plate, so that the side piles can enter soil more easily. Finally, the length of the adjusting rod is adjusted to enable the distance between the left pile body and the right pile body to be matched with the distance between the pile heads.
The present embodiment is only for explanation of the present invention and is not to be construed as limiting the present invention, and modifications to the present embodiment, which may not creatively contribute to the present invention as required by those skilled in the art after reading the present specification, are all protected by patent laws within the scope of claims of the present invention.
Claims (7)
1. Building pile with side stake, including the hollow pile body that has left pile body (11) and right pile body (12) and the toper pile head that has left pile head (21) and right pile head (22), left pile body (11) bottom is articulated with left pile head (21) top, right pile body (12) bottom is articulated with right pile head (22) top, its characterized in that: a plurality of groups of side holes (4) which incline downwards from inside to outside are symmetrically formed in the left pile body (11) and the right pile body (12), side piles (51) which extend out of the side holes (4) are inserted into the side holes (4), and the inner ends of the side piles (51) are inserted into connecting plates (52) positioned in the hollow pile bodies; the hollow pile body is internally provided with an upright post, the upright post comprises a middle hollow upright post (31), a left upright post (32) and a right upright post (33) which are positioned at two sides of the middle hollow upright post (31), one side of the left upright post (32) and one side of the right upright post (33) which are opposite to one side of the connecting plate (52) are provided with inclined pushing surfaces which are close to the middle hollow upright post (31) from top to bottom and are used for extruding the connecting plate (52), the inner side of the connecting plate (52) is provided with a pressing surface which is the same as the pushing surface in the inclined direction, and at least one group of adjusting structures which are used for pushing the left upright post (32) and the right upright post (33) to be close to or far away from the connecting plate (52) are arranged in the middle hollow upright post (31);
the adjusting structure comprises a left connecting rod (34) and a right connecting rod (35) which are connected to one side of the left upright post (32) and the right upright post (33) close to the middle hollow upright post (31) and penetrate into the middle hollow upright post (31), a left adjusting rod (36) and a right adjusting rod (37) which are inclined downwards are hinged to the inner ends of the left connecting rod (34) and the right connecting rod (35), the bottoms of the left adjusting rod (36) and the right adjusting rod (37) are hinged, and a middle adjusting rod (38) which is horizontally arranged and can move up and down along the left adjusting rod (36) and the right adjusting rod (37) is connected between the left adjusting rod (36) and the right adjusting rod (37);
circular arc sliding grooves are formed in the left adjusting rod (36) and the right adjusting rod (37) along the length direction of the left adjusting rod (36) and the right adjusting rod (37), and spherical sliding heads capable of sliding along the circular arc sliding grooves are arranged at two ends of the middle adjusting rod (38);
the middle adjusting rod (38) is fixedly connected with a lower pressing rod (39) which is vertically arranged and can push the middle adjusting rod (38) to slide up and down along the circular arc chute.
2. A building pile with side piles according to claim 1, wherein: the guide holes are symmetrically formed in the two sides of the top of the middle hollow upright post (31), a plurality of horizontal limiting through holes (391) are sequentially formed in the upper portion of the lower pressing rod (39) from top to bottom, and the upper portion of the middle hollow upright post (31) is connected with a limiting rod (392) penetrating through the guide holes and the horizontal limiting through holes.
3. A building pile with side piles according to claim 2, wherein: limiting blocks for preventing the limiting rods (392) from sliding out of the guide holes are arranged on two sides of the limiting rods (392).
4. A building pile with side piles according to claim 3, wherein: the middle hollow upright post (31) is provided with two groups of adjusting structures which share the lower pressure rod (39) in parallel symmetry, a uniform force lower pressure plate (41) is connected between two middle adjusting rods (38) of the two groups of adjusting structures, the lower pressure rod (39) is fixedly connected to the center of the uniform force lower pressure plate (41), a uniform force heavy hammer barrel column (394) is detachably sleeved outside the lower pressure rod (39), at least two limiting guide lantern rings (395) are arranged in the uniform force heavy hammer barrel column (394) from top to bottom, and the limiting guide lantern rings are connected with the inner wall of the uniform force heavy hammer barrel column (394) through a plurality of spokes (396).
5. A building pile with side piles according to claim 4, wherein: the bottom of the pressure-down rod (39) is provided with a plurality of stable reinforcing strips (393) in a radial shape by taking the axis of the pressure-down rod as the center, and the position of the even force weight barrel column (394) corresponding to the guide hole is provided with a connecting hole.
6. A building pile with side piles according to any of claims 1 to 5, wherein: the left pile head (21) and the right pile head (22) are rotatably connected through a rotating shaft, screw holes are formed in the left pile head (21) and the right pile head (22) in the relative positions, adjusting screws (6) are arranged in the screw holes, and reset springs (8) are sleeved between the left pile head (21) and the right pile head (22) on the adjusting screws (6).
7. A building pile with side piles according to claim 6, wherein: the top of the left pile body (11) or the right pile body (12) is provided with an adjusting rod, the adjusting rod comprises a first adjusting rod (71) with a plurality of positioning holes (711) and a second adjusting rod (72) with the rear end hinged to the left pile body (11) or the right pile body (12), the second adjusting rod (72) is sleeved in the first adjusting rod (71) and can slide along the first adjusting rod (71), and the front end of the second adjusting rod (72) is in threaded connection with a connecting block arranged at the top end of the right pile body (12) or the left pile body (11); the second adjusting rod (72) is provided with a plurality of grooves (721), a positioning block (722) is arranged in each groove, and the bottoms of the positioning blocks (722) are connected with the bottoms of the grooves through springs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350952.5A CN105862726B (en) | 2016-05-25 | 2016-05-25 | Building pile with side piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350952.5A CN105862726B (en) | 2016-05-25 | 2016-05-25 | Building pile with side piles |
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| Publication Number | Publication Date |
|---|---|
| CN105862726A CN105862726A (en) | 2016-08-17 |
| CN105862726B true CN105862726B (en) | 2024-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610350952.5A Active CN105862726B (en) | 2016-05-25 | 2016-05-25 | Building pile with side piles |
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| CN109577245B (en) * | 2018-12-17 | 2021-11-02 | 重庆科技学院 | Road isolation pile and construction method |
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| CN204000858U (en) * | 2014-08-21 | 2014-12-10 | 中铁十一局集团第五工程有限公司 | Building stake |
| CN204753568U (en) * | 2015-07-29 | 2015-11-11 | 黄河科技学院 | Transverse orientation building stake of difficult wearing and tearing of locating pin |
| CN204919532U (en) * | 2015-09-07 | 2015-12-30 | 浙江宝龙建设有限公司 | Novel building stake |
| CN205188962U (en) * | 2015-11-21 | 2016-04-27 | 浙江航天管桩有限公司 | Adjustable circular pile |
| CN205224030U (en) * | 2015-12-08 | 2016-05-11 | 巨春霞 | Open pile head gradually |
| CN205653779U (en) * | 2016-05-25 | 2016-10-19 | 浙江乔兴建设集团有限公司 | Building pile with side stake |
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2016
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| KR20090036218A (en) * | 2007-10-09 | 2009-04-14 | 위성배 | The apparatus for building shut pile containing anchor pile |
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| KR20120120642A (en) * | 2011-04-25 | 2012-11-02 | 한국해양연구원 | Suction pile with end shoe for driving |
| CN203834468U (en) * | 2014-05-12 | 2014-09-17 | 黄丽华 | Internal expansion type miniature concrete pile |
| CN204000858U (en) * | 2014-08-21 | 2014-12-10 | 中铁十一局集团第五工程有限公司 | Building stake |
| CN204753568U (en) * | 2015-07-29 | 2015-11-11 | 黄河科技学院 | Transverse orientation building stake of difficult wearing and tearing of locating pin |
| CN204919532U (en) * | 2015-09-07 | 2015-12-30 | 浙江宝龙建设有限公司 | Novel building stake |
| CN205188962U (en) * | 2015-11-21 | 2016-04-27 | 浙江航天管桩有限公司 | Adjustable circular pile |
| CN205224030U (en) * | 2015-12-08 | 2016-05-11 | 巨春霞 | Open pile head gradually |
| CN205653779U (en) * | 2016-05-25 | 2016-10-19 | 浙江乔兴建设集团有限公司 | Building pile with side stake |
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| Publication number | Publication date |
|---|---|
| CN105862726A (en) | 2016-08-17 |
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