CN212052769U

CN212052769U - Inclined steel pile casing sinking inclination guide frame for water cast-in-situ bored pile

Info

Publication number: CN212052769U
Application number: CN202020695519.7U
Authority: CN
Inventors: 尧在雨; 周伏萍; 胡培强; 敖小平; 李刚
Original assignee: Jiangxi Geo Engineering Group Corp
Current assignee: Jiangxi Geo Engineering Group Corp
Priority date: 2020-04-29
Filing date: 2020-04-29
Publication date: 2020-12-01
Anticipated expiration: 2030-04-29

Abstract

The utility model discloses a bored concrete pile steel pile to one side on water protects a section of thick bamboo inclination leading truck that sinks belongs to construction technical field on water, and bored concrete pile steel pile to one side on water protects a section of thick bamboo inclination leading truck that sinks and includes platform, plane leading truck, the plane leading truck erects in on the platform, protect a section of thick bamboo upper and lower both ends respectively lean on to one side in the region that the plane leading truck encloses, protect a section of thick bamboo both ends and pass through the stopper and be in slide on the plane leading truck. The utility model discloses a bored concrete pile batter pile steel on water protects a section of thick bamboo inclination leading truck that sinks through stopper free removal on the leading truck, realizes that the steel protects a section of thick bamboo inclination's regulation to the inclination of control bored concrete pile batter pile.

Description

Inclined steel pile casing sinking inclination guide frame for water cast-in-situ bored pile

Technical Field

The utility model relates to a construction technical field on water especially relates to a bored concrete pile batter pile steel protects a sunken inclination leading truck on water.

Background

The cast-in-situ bored pile batter pile is applied to port, pier engineering in a large number, and the inclination control of cast-in-situ bored pile batter pile is the key technology of guarantee batter pile inclination, and among the prior art, the steel protects a section of thick bamboo and directly leans on in the leading truck, can't adjust to the inclination of cast-in-situ bored pile batter pile can't be controlled.

SUMMERY OF THE UTILITY MODEL

In order to overcome the defects of the prior art, the utility model aims to solve the technical problem that a drilling bored concrete pile batter pile steel protects a slope leading truck that sinks is proposed, through stopper free movement on the leading truck, realizes that the steel protects a slope's regulation to the inclination of control drilling bored concrete pile batter pile.

To achieve the purpose, the utility model adopts the following technical proposal:

the utility model provides a pair of drilling bored concrete pile steel pile casing inclination leading truck that sinks on water, including the platform, the quantity of platform is two, the plane leading truck, the quantity of plane leading truck is two, two the plane leading truck erects respectively on two the platform, protects a section of thick bamboo, protect a section of thick bamboo upper and lower both ends lean on respectively in the region that two the plane leading truck encloses, the stopper, a plurality of stopper weld in circumference respectively protect a section of thick bamboo upper and lower both ends mouth, be provided with the spout on the stopper, the stopper pass through the spout slide on the plane leading truck;

furthermore, the number of the limiters is eight;

furthermore, a positioning hole is formed in the plane guide frame, and a positioning pin penetrates through the positioning hole to fix the plane guide frame on the platform;

preferably, the plane guide frame is formed by stacking and fixing a plurality of longitudinal guide rods 311 and a plurality of transverse guide rods 321 in a staggered manner;

preferably, the platform is piled up by many upper beams, many underbeams and many stands and is constituteed, the upper beam with the stand is mortise-tenon joint, the underbeams with the stand is mortise-tenon joint.

The utility model has the advantages that:

the both ends of protecting a section of thick bamboo slide in the region that the leading truck encloses through the stopper, realize protecting a section of thick bamboo inclination's regulation to the function of the inclination of control bored concrete pile batter pile is realized, this project organization and easy operation, when realizing the purpose of this application, also made things convenient for staff's installation and use.

Drawings

Fig. 1 is a schematic view of an overall structure of a guide frame for a sinking inclination of a steel casing of an inclined pile of a cast-in-situ bored pile according to an embodiment of the present invention;

fig. 2 is a plan view of a middle guide frame portion of a guide frame for a sinking inclination of a steel casing of an inclined pile of a cast-in-situ bored pile according to an embodiment of the present invention;

fig. 3 is a front plan view of a mid-plane guide frame portion of a guide frame for the sinking inclination of a steel casing of an inclined pile of a cast-in-situ bored pile according to an embodiment of the present invention;

fig. 4 is a plan side view of a middle stopper portion of a guide frame for a sinking inclination of a steel casing of an inclined pile of a cast-in-situ bored pile according to an embodiment of the present invention;

fig. 5 is a front plan view of a middle stopper portion of a guide frame for the sinking inclination of a steel casing of an inclined pile of a cast-in-situ bored pile according to an embodiment of the present invention.

In the figure:

1. protecting the cylinder; 11. a stopper; 111. a chute; 2. a platform; 211. an upper beam; 221. a lower beam; 231. a column; 3. a planar guide frame; 311. a longitudinal guide bar; 321. a lateral guide bar; 331. positioning holes; 332. And a positioning pin.

Detailed Description

The technical solution of the present invention is further explained by the following embodiments with reference to the accompanying drawings.

As shown in fig. 1-5, the present embodiment provides a guide frame for the sinking slope of a steel casing of an inclined pile of a water bored concrete pile, a platform 2,the platform 2 is divided into an upper platform and a lower platform, the plane guide frame 3 is divided into an upper platform and a lower platform, the two plane guide frames 3 are respectively erected on the upper platform and the lower platform 2, the pile casing 1 is positioned in an area defined by the plane guide frames 3, the upper end and the lower end of the pile casing 1 are respectively leaned against the inner sides of the two plane guide frames 3, the position limiter 11 is formed by respectively welding a plurality of position limiters 11 at the upper end port and the lower end port of the pile casing 1 in the circumferential direction, the position limiter 11 is provided with a sliding chute 111, the position limiter 11 slides on the plane guide frames 3 through the sliding chute 111, the two ends of the pile casing 1 slide in the area defined by the plane guide frames 3 through the position limiter 11, the adjustment of the inclination angle of the pile casing 1 is realized, thereby the function of controlling the inclination of the bored pile is realized, the pile casing 1 is installed by sinking according to the position of the plane, after the axis is parallel to the platform guide frame 3, the measurement and calculation are repeated

And (6) positioning. The stopper 111 of the pile casing 1 of the platform guide frame 3 is used as a reference point to position the corresponding pile casing 1 positioner according to the designed inclined pile inclination as an inclined angle, the position of the lower plane guide frame is fixed, the sinking form of the pile casing 1 is confirmed, and the inclined pile inclination is ensured by the posture of the pile casing 1.

In order to ensure that the pile casing can move along a plurality of directions, furthermore, the number of the stoppers 11 is eight, the stoppers are respectively circumferentially arranged along the upper end and the lower end of the pile casing 1, and each end of the pile casing 1 is four.

In order to fix the plane guide frame, a positioning hole 331 is further formed in the plane guide frame 3, and a positioning pin 332 passes through the positioning hole 331 to fix the plane guide frame 3 to the platform 2.

In order to build the plane guide frame, further, the plane guide frame 3 is formed by stacking and fixing a plurality of longitudinal guide rods 311 and a plurality of transverse guide rods 321 in a staggered manner.

In order to build the platform, further, the platform 2 is formed by stacking a plurality of upper beams 211, a plurality of lower beams 221 and a plurality of upright posts 231, the upper beams 211 and the upright posts 231 are in mortise-tenon joint, and the lower beams 221 and the upright posts 231 are in mortise-tenon joint.

While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the invention. The present invention is not to be limited by the specific embodiments disclosed herein, and other embodiments that fall within the scope of the claims of the present application are intended to be within the scope of the present invention.

Claims

1. The utility model provides a bored concrete pile steel protects a section of thick bamboo inclination leading truck that sinks for the inclination of guaranteeing a steel protects a section of thick bamboo reaches bored concrete pile inclination and satisfies the designing requirement, its characterized in that of the bored concrete pile steel protects a section of thick bamboo inclination leading truck that sinks on water includes:

-two platforms (2), the number of said platforms (2) being two;

the number of the plane guide frames (3) is two, and the two plane guide frames (3) are respectively erected on the two platforms (2);

the upper end and the lower end of the protective cylinder (1) are respectively leaned against the area defined by the two plane guide frames (3);

and the limiting device (11) is in a plurality of welding of the limiting device (11) to the upper port and the lower port of the protective cylinder (1) in the circumferential direction respectively, a sliding groove (111) is formed in the limiting device (11), and the limiting device (11) slides on the plane guide frame (3) through the sliding groove (111).

2. The guide frame for the subsidence inclination of the steel casing of the water cast-in-situ bored pile according to claim 1, wherein:

the number of the limiters (11) is eight.

3. The guide frame for the subsidence inclination of the steel casing of the water cast-in-situ bored pile according to claim 1, wherein:

the plane guide frame (3) is provided with a positioning hole (331), and a positioning pin (332) penetrates through the positioning hole (331) to fix the plane guide frame (3) on the platform (2).

4. The guide frame for the subsidence inclination of the steel casing of the water cast-in-situ bored pile according to claim 1, wherein:

the plane guide frame (3) is formed by stacking and fixing a plurality of longitudinal guide rods (311) and a plurality of transverse guide rods (321) in a staggered mode.

5. The guide frame for the subsidence inclination of the steel casing of the water cast-in-situ bored pile according to claim 1, wherein:

the platform (2) is formed by stacking a plurality of upper beams (211), a plurality of lower beams (221) and a plurality of upright posts (231);

the upper beam (211) is in mortise and tenon joint with the upright column (231);

the lower beam (221) and the upright column (231) are in mortise and tenon joint.