CN216809921U - Karst pile foundation protects a section of thick bamboo - Google Patents

Karst pile foundation protects a section of thick bamboo Download PDF

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Publication number
CN216809921U
CN216809921U CN202123432107.8U CN202123432107U CN216809921U CN 216809921 U CN216809921 U CN 216809921U CN 202123432107 U CN202123432107 U CN 202123432107U CN 216809921 U CN216809921 U CN 216809921U
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China
Prior art keywords
barrel
wall
casing
cylinder
foundation pit
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Active
Application number
CN202123432107.8U
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Chinese (zh)
Inventor
李经纬
龙蛟
戴培义
方佳
王英森
李尔来
冯开利
周锦
王伟
王安平
杨靖
朱建盟
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China Railway 22nd Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd
Original Assignee
China Railway 22nd Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd
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Application filed by China Railway 22nd Bureau Group Co Ltd, Fifth Engineering Co Ltd of China Railway 22nd Bureau Group Co Ltd filed Critical China Railway 22nd Bureau Group Co Ltd
Priority to CN202123432107.8U priority Critical patent/CN216809921U/en
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Publication of CN216809921U publication Critical patent/CN216809921U/en
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Abstract

The utility model provides a karst pile foundation casing, which comprises at least two sections of cylinders, wherein the upper end of each cylinder is fixedly provided with a clamping ring, the inner diameter and the outer diameter of each clamping ring are respectively larger than the inner diameter and the outer diameter of each cylinder, the outer diameter of each clamping ring is smaller than the inner diameter of a foundation pit, and the lower end of the other cylinder is clamped into the clamping ring; the positioning rod is used for connecting the clamping ring with the lower end of the other cylinder; the positioning sleeve is arranged outside the barrel and matched with the positioning rod to fix the barrel and the inner wall of the foundation pit, and the positioning sleeve is embedded in the inner wall of the foundation pit. The utility model adopts a continuous clamping mode to realize the stacking of the cylinders, and simultaneously adopts the positioning rod and the positioning sleeve to position the cylinders and the inner wall of the foundation pit, thereby effectively avoiding the problem that the pile casing deviates in the foundation pit.

Description

Karst pile foundation protects a section of thick bamboo
Technical Field
The utility model relates to the technical field of foundation pit protection barrel equipment, in particular to a karst pile foundation protection barrel.
Background
The karst pile foundation need set up the protection section of thick bamboo when pouring, specifically be, will protect a section of thick bamboo and put into the foundation ditch, along with the difference of foundation ditch degree of depth, put into the protection section of thick bamboo of different quantity, protection section of thick bamboo is range upon range of setting in the foundation ditch, then can carry out the pouring of concrete.
In actual work progress, the foundation ditch is put into to the protection section of thick bamboo need be ensured that protection section of thick bamboo drill way plane position and design deviation are not more than 5cm, and vertical gradient is not more than 0.5%, because the protection section of thick bamboo of putting into is in large quantity, therefore the skew takes place easily for the protection section of thick bamboo in the foundation ditch.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model provides a karst pile foundation casing, which solves the problem that the whole body is easy to deviate due to the fact that a large number of casing cylinders are arranged in the prior art.
According to the embodiment of the utility model, the karst pile foundation casing comprises at least two sections of cylinders, the upper end of each cylinder is fixedly provided with a clamping ring, the inner diameter and the outer diameter of each clamping ring are respectively larger than the inner diameter and the outer diameter of each cylinder, the outer diameter of each clamping ring is smaller than the inner diameter of a foundation pit, and the lower end of the other cylinder is clamped into the corresponding clamping ring; the positioning rod is used for connecting the clamping ring with the lower end of the other cylinder; the positioning sleeve is arranged outside the barrel and matched with the positioning rod to fix the barrel and the inner wall of the foundation pit, and the positioning sleeve is embedded in the inner wall of the foundation pit.
Above-mentioned embodiment, the barrel can easily be put into the foundation ditch in, realizes stacking of barrel through the cooperation of snap-fit ring and barrel, and is difficult for taking place the dislocation between two adjacent barrels, still makes fixedly together between barrel and the foundation ditch inner wall through locating lever and position sleeve simultaneously, has consequently effectively avoided protecting the problem that a section of thick bamboo takes place the skew in the foundation ditch.
Furthermore, the positioning rod is a screw rod, and the positioning sleeve is a threaded sleeve for the screw rod to be screwed in.
Furthermore, the locating rods and the locating sleeves are at least three groups and surround the barrel body at equal intervals.
Further, barrel and block ring are the steel sheet material and the lower extreme of block ring and barrel is provided with the through-hole that supplies the locating lever to pass respectively.
Furthermore, one end of the positioning sleeve is inserted into the inner wall of the foundation pit, the other end of the positioning sleeve is fixedly connected with an annular plate close to the inner wall of the foundation pit, and the positioning rod penetrates through the annular plate to be in threaded connection with the positioning sleeve.
Furthermore, a plurality of reinforcing ribs are fixedly connected to the inner wall of the cylinder body.
Compared with the prior art, the utility model has the following beneficial effects:
the mode that adopts the block of stacking realizes putting into of a plurality of barrels, adopts locating lever and position sleeve to fix barrel and foundation ditch inner wall simultaneously, has consequently effectively avoided whole casing to easily take place the problem of skew in the foundation ditch.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present invention;
FIG. 2 is a schematic diagram of a clamping structure of two adjacent cylinders according to an embodiment of the present invention;
in the drawings, wherein:
barrel 1, foundation ditch 2, snap ring 3, locating lever 4, position sleeve 5, through-hole 6, annular plate 7, strengthening rib 8, transition face 9, alignment face 10.
Detailed Description
The technical solution of the present invention is further explained with reference to the drawings and the embodiments.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the utility model and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the utility model.
As shown in fig. 1 and 2, the embodiment provides a karst pile foundation casing, which includes at least two sections of cylinders 1, where the number of the cylinders 1 is configured as needed (specifically, the deeper the foundation pit 2 is, the more the number is set), and particularly, in the embodiment, the cylinder 1 located at the uppermost layer exceeds the ground (the cylinder 1 located at the uppermost layer is not shown), so that the stability of the karst pile foundation is better, where an upper end of each cylinder 1 is fixedly provided with a snap ring 3, an inner diameter and an outer diameter of the snap ring 3 are respectively greater than an inner diameter and an outer diameter of the cylinder 1, an outer diameter of the snap ring 3 is smaller than the inner diameter of the foundation pit 2, and a lower end of another cylinder 1 is snapped into the snap ring 3;
pile foundation protects a section of thick bamboo and still includes the locating lever 4 that couples together snap- fit ring 3 and 1 lower extreme of another barrel to and set up 1 outer being used for making barrel 1 and 2 inner wall fixed position sleeve 5 of foundation ditch with locating lever 4 cooperation, the position sleeve 5 is embedded to in 2 inner walls of foundation ditch, specifically, locating lever 4 is the screw rod, and position sleeve 5 is the swivel nut supporting with the screw rod.
In the embodiment, the barrel bodies 1 can be easily placed in the foundation pit 2, the barrel bodies 1 are stacked through the matching of the clamping rings 3 and the barrel bodies 1, the adjacent two barrel bodies 1 are not easy to be dislocated, and meanwhile, the barrel bodies 1 and the inner wall of the foundation pit 2 are fixed together through the positioning rods 4 and the positioning sleeves 5, so that the problem that the pile casing is deviated in the foundation pit 2 is effectively solved; in order to make the intensity of pile foundation better, barrel 1 and snap ring 3 in this embodiment all adopt the steel sheet material to make, and wherein the lower extreme of snap ring 3 and barrel 1 is provided with the through-hole 6 that supplies locating lever 4 to pass respectively, and locating lever 4 can with through-hole 6 threaded connection, also can be the slip and pass, mainly makes the relative position between barrel 1 and snap ring 3 and the foundation ditch 2 can fix.
As shown in fig. 1 and 2, one end of the positioning sleeve 5 is inserted into the inner wall of the foundation pit 2, the other end of the positioning sleeve is fixedly connected with an annular plate 7 close to the inner wall of the foundation pit 2, and the positioning rod 4 penetrates through the annular plate 7 to be in threaded connection with the positioning sleeve 5. When barrel 1 is put into, at first 2 inner walls in foundation ditch installation position sleeve 5, can use annular plate 7 as the reference to make position sleeve 5 insert 2 inner walls in foundation ditch with the horizontal mode (annular plate 7 and position sleeve 5 are mutually perpendicular relation, only need ensure annular plate 7 vertical setting can), then make the locating lever 4 pass barrel 1 and snap ring 3 in proper order then with position sleeve 5 threaded connection can.
As shown in fig. 1 and 2, in order to make the whole casing more stable in the foundation pit 2, the positioning rods 4 and the positioning sleeves 5 are at least three groups and are equidistantly surrounded above the barrel 1, further, the inner wall of the barrel 1 is also fixedly connected with a plurality of reinforcing ribs 8 (also made of steel plate), in another embodiment, the reinforcing ribs 8 can also be arranged on the outer wall of the barrel 1, and the arranged reinforcing ribs 8 are also at least three and equidistantly surrounded on the inner wall of the barrel 1.
As shown in fig. 2, an inclined transition surface 9 is provided between the inner wall of the snap ring 3 and the inner wall of the cylinder 1, and an alignment surface 10 connected with the transition surface 9 is provided on the lower end surface of the cylinder 1, so that relative displacement between the cylinder 1 and the snap ring 3 is less likely to occur during the snap engagement, thereby improving the stability of the whole structure.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.

Claims (6)

1. A karst pile foundation casing is characterized by comprising at least two sections of cylinders, wherein the upper end of each cylinder is fixedly provided with a clamping ring, the inner diameter and the outer diameter of each clamping ring are respectively larger than the inner diameter and the outer diameter of the cylinder, the outer diameter of each clamping ring is smaller than the inner diameter of a foundation pit, and the lower end of the other cylinder is clamped into the clamping ring; the positioning rod is used for connecting the clamping ring with the lower end of the other cylinder; the positioning sleeve is arranged outside the barrel and matched with the positioning rod to fix the barrel and the inner wall of the foundation pit, and the positioning sleeve is embedded in the inner wall of the foundation pit.
2. The karst pile foundation casing of claim 1, wherein the positioning rod is a screw rod, and the positioning sleeve is a threaded sleeve into which the screw rod is screwed.
3. The karst pile casing as claimed in claim 2, wherein the locating rods and sleeves are in at least three groups and are equally spaced around the top of the casing.
4. The karst pile foundation casing of claim 3, wherein the barrel and the snap ring are both made of steel plate and the lower ends of the snap ring and the barrel are respectively provided with through holes for the positioning rods to pass through.
5. The karst pile foundation casing of claim 4, wherein one end of the locating sleeve is inserted into the inner wall of the foundation pit, the other end of the locating sleeve is fixedly connected with an annular plate close to the inner wall of the foundation pit, and the locating rod penetrates through the annular plate and is in threaded connection with the locating sleeve.
6. The karst pile foundation casing as claimed in any one of claims 1 to 5, wherein a plurality of strengthening ribs are fixedly connected to the inner wall of the casing.
CN202123432107.8U 2021-12-30 2021-12-30 Karst pile foundation protects a section of thick bamboo Active CN216809921U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123432107.8U CN216809921U (en) 2021-12-30 2021-12-30 Karst pile foundation protects a section of thick bamboo

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123432107.8U CN216809921U (en) 2021-12-30 2021-12-30 Karst pile foundation protects a section of thick bamboo

Publications (1)

Publication Number Publication Date
CN216809921U true CN216809921U (en) 2022-06-24

Family

ID=82062487

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123432107.8U Active CN216809921U (en) 2021-12-30 2021-12-30 Karst pile foundation protects a section of thick bamboo

Country Status (1)

Country Link
CN (1) CN216809921U (en)

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