CN214697733U - Hammer-in type waterproof conduit puncture shoe - Google Patents

Hammer-in type waterproof conduit puncture shoe Download PDF

Info

Publication number
CN214697733U
CN214697733U CN202023261035.0U CN202023261035U CN214697733U CN 214697733 U CN214697733 U CN 214697733U CN 202023261035 U CN202023261035 U CN 202023261035U CN 214697733 U CN214697733 U CN 214697733U
Authority
CN
China
Prior art keywords
hammering
tooth
wall
steel tube
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202023261035.0U
Other languages
Chinese (zh)
Inventor
马会珍
孟庆滨
李萌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong Qilong Offshore Petroleum Steel Pipe Co ltd
Original Assignee
Shandong Qilong Offshore Petroleum Steel Pipe Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong Qilong Offshore Petroleum Steel Pipe Co ltd filed Critical Shandong Qilong Offshore Petroleum Steel Pipe Co ltd
Priority to CN202023261035.0U priority Critical patent/CN214697733U/en
Application granted granted Critical
Publication of CN214697733U publication Critical patent/CN214697733U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

The utility model provides a hammering-in type waterproof conduit puncture shoe, wherein the circumference of the end surface of the steel tube shell section is provided with a tooth socket and end teeth; the outer wall circumference of the steel tube shell section is welded with an external reinforcing rib, the inner wall is provided with an internal reinforcing rib, the internal reinforcing rib is divided into a section of inclined rib and two sections of straight ribs, two ends of the inclined rib are connected with the straight ribs, the two sections of straight ribs are different from each other by 30 degrees in circumferential distribution, the end parts of the straight ribs are provided with chamfers, the chamfers are 60 degrees, and the radian of the inclined ribs is attached to the inner wall of the steel tube shell section; has the advantages that: the utility model is provided with tooth grooves and end teeth, which ensures the vertical hammering of the riser pipe; the end tooth welding part is of a rectangular structure and is more firmly welded in the tooth socket; the upper parts of the end teeth are of long bullet structures, so that the rock is crushed better while the hardness and the strength are ensured, and the construction efficiency is improved; the guide reinforcing ribs on the inner wall and the outer wall of the steel tube shell section have the functions of guiding and enhancing the anti-extrusion strength of the puncture shoe, and prevent the puncture shoe from being damaged due to insufficient strength when the hammering force is larger or the penetration degree is reduced; the applicability is strong, and the use is wide.

Description

Hammer-in type waterproof conduit puncture shoe
Technical Field
The utility model belongs to the technical field of the oil machinery and specifically relates to a formula water proof pipe puncture shoes is gone into to hammer into.
Background
The exploration and exploitation of oil and gas resources gradually turns to the ocean field, the water-proof guide pipe is used as a channel for isolating seabed water and silt, becomes an indispensable part in the ocean drilling and exploitation process, and is hammered into the underground water-proof guide pipe in a piling mode.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects of the prior art and provide a hammering type waterproof conduit puncture shoe.
The utility model discloses new technical scheme is: the hammering type waterproof conduit puncture shoe comprises end teeth, a steel tube shell section, outer reinforcing ribs and inner reinforcing ribs, wherein a waterproof conduit is welded at one end of the steel tube shell section, tooth grooves are uniformly formed in the circumference of the end surface of the other end of the steel tube shell section, the end teeth are welded in the tooth grooves, the part of the end teeth welded in the tooth grooves is of a rectangular structure, and the part of the end teeth far away from the tooth grooves is of a long bullet head structure; outer strengthening ribs are uniformly welded on the circumference of the outer wall of the steel pipe shell ring, the outer strengthening ribs are perpendicular to the steel pipe shell ring in the radial direction, and chamfers are arranged at the end parts of the outer strengthening ribs and are 60 degrees; the steel pipe shell ring inner wall evenly be equipped with interior strengthening rib, interior strengthening rib divide into one section diagonal bar and two sections straight muscle, diagonal bar radian and steel pipe shell ring inner wall laminate mutually, the diagonal bar both ends connect straight muscle, two sections straight muscle on the circumference distributes and differs 30, straight muscle tip be equipped with the chamfer, and the chamfer is 60.
The end teeth are made of tungsten steel.
The number of the end teeth is 24-48.
The number of the tooth grooves is 24-48.
The steel tube shell section is a steel grade straight seam tube or a seamless tube.
The outer reinforcing ribs are 12-24.
The inner reinforcing ribs are 4-6.
The utility model has the advantages that: the utility model is provided with tooth grooves and end teeth, which ensures the vertical hammering of the riser pipe; the end tooth welding part is of a rectangular structure and is more firmly welded in the tooth socket; the upper parts of the end teeth are of long bullet structures, so that the rock is crushed better while the hardness and the strength are ensured, and the construction efficiency is improved; the guide reinforcing ribs on the inner wall and the outer wall of the steel tube shell section have the functions of guiding and enhancing the anti-extrusion strength of the puncture shoe, and prevent the puncture shoe from being damaged due to insufficient strength when the hammering force is larger or the penetration degree is reduced; the applicability is strong, and the use is wide.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the tooth grooves.
Fig. 3 is a schematic structural view of an end tooth.
Wherein: 1. end teeth, 2, a steel pipe cylindrical section, 201, a tooth groove, 3, outer reinforcing ribs, 4 and inner reinforcing ribs.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
The hammering type waterproof conduit puncture shoe comprises end teeth 1, a steel tube section 2, outer reinforcing ribs 3 and inner reinforcing ribs 4, wherein a waterproof conduit is welded at one end of the steel tube section 2, tooth grooves 201 are uniformly formed in the circumference of the end face of the other end of the steel tube section 2, the end teeth 1 are welded in the tooth grooves 201, the part of the end teeth 1 welded in the tooth grooves 201 is of a rectangular structure, and the part of the end teeth 1 far away from the tooth grooves 201 is of a long bullet head structure; the outer wall circumference of the steel pipe shell ring 2 is uniformly welded with outer strengthening ribs 3, the outer strengthening ribs 3 are perpendicular to the steel pipe shell ring 2 in the radial direction, and the end parts of the outer strengthening ribs 3 are provided with chamfers, wherein the chamfers are 60 degrees; 2 inner walls of steel pipe shell ring evenly be equipped with interior strengthening rib 4, interior strengthening rib 4 divide into one section diagonal rib and two sections straight muscle, the diagonal rib radian laminate with 2 inner walls of steel pipe shell ring mutually, the diagonal rib both ends connect straight muscle, two sections straight muscle distribute on the circumference and differ 30, straight muscle tip be equipped with the chamfer, and the chamfer is 60.
The end teeth 1 are made of tungsten steel.
The number of the end teeth 1 is 24-48.
The number of the tooth grooves 201 is 24-48.
The steel tube shell ring 2 is a steel grade straight seam tube or a seamless tube.
The outer reinforcing ribs 3 are 12-24.
The inner reinforcing ribs 4 are 4-6.
The formula water proof pipe puncture shoes are hammered into to, and the steel pipe shell ring 2 inside and outside wall welding direction strengthening rib improves puncture shoes vertical and horizontal intensity and hammering direction. The front end of the puncture shoe is inlaid with the end teeth 1, so that the penetration degree of the hammering type water-resisting guide pipe is improved, the contact area of the end teeth 1 and rock soil is small, the hardness is high, and the puncture shoe has a better layer breaking effect when penetrating through a hard stratum and a gravel layer.
The steel tube shell ring 2 adopts a straight seam pipe or a seamless pipe which has the same steel grade or higher steel grade with the riser, and the end face of one end of the steel tube shell ring 2 is annularly processed with 24-48 uniformly distributed tooth grooves 201 for welding the end teeth 1, so that the end teeth 1 are stably fixed on the steel tube shell ring 2 and are not easy to damage and fall off in the rock breaking process.
The lower embedded welding part of the end tooth 1 is of a rectangular structure and is more firmly embedded in the tooth groove 201 in a welding mode. The upper portion of end tooth 1 is long bullet head structure, better broken rock when guaranteeing hardness and intensity, improves the efficiency of construction. The end teeth 1 are uniformly distributed, so that vertical hammering of the riser pipe is guaranteed.
12-24 outer strengthening ribs 3 are uniformly distributed on the periphery of the outer wall of the steel tube shell ring 2, 4-6 inner strengthening ribs 4 are uniformly distributed on the inner wall of the steel tube shell ring, and the outer strengthening ribs 3 are radially vertical to the shell ring and uniformly welded on the outer wall of the shell ring. The inner reinforcing rib 4 is divided into three sections, two sections of straight ribs are different by 30 degrees in circumferential distribution, one section of inclined rib is connected with the two sections of straight ribs, and the radian of the inclined rib is attached to the inner wall of the steel pipe shell section 2.

Claims (7)

1. Hammer into formula water proof pipe puncture shoes, including end tooth (1), steel tube shell ring (2), outer strengthening rib (3) and interior strengthening rib (4), its characterized in that: one end of the steel tube shell section (2) is welded with a water-resisting guide tube, the circumference of the end face of the other end of the steel tube shell section (2) is uniformly provided with a tooth groove (201), an end tooth (1) is welded in the tooth groove (201), the part of the end tooth (1) welded in the tooth groove (201) is of a rectangular structure, and the part of the end tooth (1) far away from the tooth groove (201) is of a long bullet structure; outer reinforcing ribs (3) are uniformly welded on the circumference of the outer wall of the steel pipe shell ring (2), the outer reinforcing ribs (3) are perpendicular to the steel pipe shell ring (2) in the radial direction, and chamfers are arranged at the end parts of the outer reinforcing ribs (3) and are 60 degrees; steel pipe shell ring (2) inner wall evenly be equipped with interior strengthening rib (4), interior strengthening rib (4) divide into one section diagonal muscle and two sections straight muscle, the diagonal muscle radian laminate mutually with steel pipe shell ring (2) inner wall, the diagonal muscle both ends connect straight muscle, two sections straight muscle on the circumference distributes and differs 30, straight muscle tip be equipped with the chamfer, and the chamfer is 60.
2. The hammering-in type riser puncture shoe according to claim 1, characterized in that: the end teeth (1) are made of tungsten steel.
3. The hammering-in type riser puncture shoe according to claim 1 or 2, characterized in that: the number of the end teeth (1) is 24-48.
4. The hammering-in type riser puncture shoe according to claim 1, characterized in that: the number of the tooth grooves (201) is 24-48.
5. The hammering-in type riser puncture shoe according to claim 1, characterized in that: the steel tube shell ring (2) is a steel grade straight seam tube or a seamless tube.
6. The hammering-in type riser puncture shoe according to claim 1, characterized in that: the outer reinforcing ribs (3) are 12-24.
7. The hammering-in type riser puncture shoe according to claim 1, characterized in that: the inner reinforcing ribs (4) are 4-6.
CN202023261035.0U 2020-12-30 2020-12-30 Hammer-in type waterproof conduit puncture shoe Active CN214697733U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023261035.0U CN214697733U (en) 2020-12-30 2020-12-30 Hammer-in type waterproof conduit puncture shoe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023261035.0U CN214697733U (en) 2020-12-30 2020-12-30 Hammer-in type waterproof conduit puncture shoe

Publications (1)

Publication Number Publication Date
CN214697733U true CN214697733U (en) 2021-11-12

Family

ID=78560516

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023261035.0U Active CN214697733U (en) 2020-12-30 2020-12-30 Hammer-in type waterproof conduit puncture shoe

Country Status (1)

Country Link
CN (1) CN214697733U (en)

Similar Documents

Publication Publication Date Title
CN103306683B (en) A kind of construction method of comprehensive precipitation in hole when excavating deep tunnel
CN107035376B (en) One kind common law in huge thick bedrock aquifer digs shaft construction method
CN104763368A (en) Orifice seal device for large-diameter downhole hammer and reverse circulation construction technology for orifice seal device
CN109026097A (en) A kind of double drill bit drilling construction methods of anti-float anchor rod
CN106194193A (en) The auxiliary excavation method of a kind of group hole, big cross section vertical shaft non-explosion large aperture
CN109630135A (en) A kind of method for tunnel construction of system supporting
CN109944600A (en) Shield receiving end reinforced construction method
CN104481408A (en) Pick cylindrical drill suitable for construction of super-large diameter swivel-driven piles and application method thereof
CN105909262B (en) A kind of bored tunnel driving method
JP2007332559A (en) Removal method for existing underground pile
CN214697733U (en) Hammer-in type waterproof conduit puncture shoe
CN108625388A (en) A kind of sleeve combination formula large diameter single pile foundation and its construction method suitable for Shallow Bedrock geological conditions
CN105317381A (en) Drill bit for constructing cast-in-situ bored pile and hole forming method using same
CN111877344A (en) Old pipe pile breaking method
CN105821896A (en) Artificial pile foundation construction hole forming method
CN110630273A (en) Construction method of totally weathered granite ground layer bias shallow tunnel
CN104612164A (en) Reinforced composite envelope structure construction method
CN101761348B (en) Multi-directional anchor pile one-step formed drilling tool
CN210104733U (en) End structure of high-pressure jet grouting enlarged footing anchor cable
CN112681296A (en) Full-casing construction method for rotary digging cast-in-place pile
CN210396738U (en) Air-leg rock drill bit
JP2006207320A (en) Structure of steel pipe pile end for pile installation by inner excavation
KR101368999B1 (en) Pipe propulsion apparatus enabling reinforcement of laying hole of pipe and pipe constructing method using this
CN101761098A (en) Embedding method of inclinometer and sedimentation pipe
CN201391231Y (en) Drilling positioner

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant