CN202227334U - Socket type steel pipe pile joint - Google Patents

Socket type steel pipe pile joint Download PDF

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Publication number
CN202227334U
CN202227334U CN 201120383310 CN201120383310U CN202227334U CN 202227334 U CN202227334 U CN 202227334U CN 201120383310 CN201120383310 CN 201120383310 CN 201120383310 U CN201120383310 U CN 201120383310U CN 202227334 U CN202227334 U CN 202227334U
Authority
CN
China
Prior art keywords
steel pipe
pipe pile
joint
pile
spigot
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.)
Expired - Lifetime
Application number
CN 201120383310
Other languages
Chinese (zh)
Inventor
张书锋
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.)
CSCEC Strait Construction and Development Co Ltd
Original Assignee
Third Construction Co Ltd of China Construction Seventh Engineering Division Corp 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 Third Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd filed Critical Third Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Priority to CN 201120383310 priority Critical patent/CN202227334U/en
Application granted granted Critical
Publication of CN202227334U publication Critical patent/CN202227334U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a socket type steel pipe pile joint, which comprises more than two steel pipe piles which are connected sequentially from top to bottom, and is characterized in that an internally connecting sleeve is coaxially and fixedly connected to a butt joint end opening of the two adjacent steel pipe piles in a sleeved manner. By the aid of the socket type steel pipe pile joint, steel pipe pile splicing is more convenient, the pile splicing quality is ensured, and the strength of pile splicing joint point positions is enhanced.

Description

Spigot-and-socket steel pipe pile joint
Technical field
The utility model relates to a kind of spigot-and-socket steel pipe pile joint.
Background technology
The butt joint welding is generally adopted in the connection of two steel pipe pile joints.Because the steel pipe pile wall thickness is thinner, there is the pile extension difficulty during butt joint, the pile extension quality is difficult for guaranteeing that joint area the cracking phenomena that gets loose occurs easily in follow-up pile driving process, influence the steel pipe pile construction quality.
Summary of the invention
The purpose of the utility model is to provide a kind of spigot-and-socket steel pipe pile joint, makes that the steel pipe pile pile extension is convenient, has guaranteed the pile extension quality, has also increased the intensity at pile extension node place.
The purpose of the utility model realizes through following technical scheme: a kind of spigot-and-socket steel pipe pile joint; It comprises the steel pipe pile that connects successively more than two joints from top to bottom, it is characterized in that: coaxial fixed cover connects sleeve pipe in being connected in the craft port of adjacent two joint steel pipe piles.
The utility model has also carried out following improvement:
The craft port periphery wall of adjacent two joint steel pipe piles is installed with an above deep floor.
The method for using of the utility model is following:
1, be inserted in one at following joint steel pipe pile top to be connected and connect sleeve pipe, its part is stretched out outside the steel pipe pile, and (referring to Fig. 1) fixed in spot welding around the junction;
2, through adopting the spigot-and-socket butt joint,, can not produce inconsistent phenomenon, guarantee butt joint welding quality (referring to Fig. 2) to guarantee saving steel pipe pile up and down on same axis;
3, butt weld is behind full weld, and above deep floor of welding between two steel pipe piles is to strengthen the intensity (referring to Fig. 3) of joint position of joints pipe shaft.
Compared to prior art, the advantage of the utility model is: connect sleeve pipe and deep floor through in inside and outside steel pipe pile, adding, adopt the spigot-and-socket butt joint, make that the steel pipe pile pile extension is convenient, guaranteed the pile extension quality, also increased the intensity at node place.
Description of drawings
Fig. 1 be steel pipe pile with in connect the syndeton sketch map of sleeve pipe.
Fig. 2 is the socket joint docking structure sketch map of adjacent two steel pipe piles.
Fig. 3 is the structural representation of a kind of spigot-and-socket steel pipe pile joint embodiment of the utility model.
Fig. 4 is the vertical view of Fig. 3.
Label declaration: 1, steel pipe pile, 2, in connect sleeve pipe, 3, deep floor.
The specific embodiment
Below in conjunction with Figure of description and embodiment the utility model content is elaborated:
Like the embodiment sketch map of Fig. 1 to a kind of spigot-and-socket steel pipe pile joint that provides for the utility model shown in Figure 4.
A kind of spigot-and-socket steel pipe pile joint, it comprises the steel pipe pile 1 that connects successively more than two joints from top to bottom, it is characterized in that: coaxial fixed cover connects sleeve pipe 2 in being connected in the craft port of adjacent two joint steel pipe piles 1.
The craft port periphery wall of adjacent two joint steel pipe piles 1 is installed with an above deep floor 3.
Connect the internal diameter little 0-3 millimeter of the external diameter of sleeve pipe 2 in said than steel pipe pile 1.
The quantity of said deep floor 3 is four, and it is distributed on the periphery wall of steel pipe pile 1.

Claims (4)

1. spigot-and-socket steel pipe pile joint, it comprises the steel pipe pile (1) that connects successively more than two joints from top to bottom, it is characterized in that: coaxial fixed cover connects sleeve pipe (2) in being connected in the craft port of adjacent two joint steel pipe piles (1).
2. spigot-and-socket steel pipe pile joint according to claim 1 is characterized in that: the craft port periphery wall of adjacent two joint steel pipe piles (1) is installed with an above deep floor (3).
3. spigot-and-socket steel pipe pile joint according to claim 1 is characterized in that: connect the internal diameter little 0-3 millimeter of the external diameter of sleeve pipe (2) than steel pipe pile (1) in said.
4. according to any described spigot-and-socket steel pipe pile joint of claim 1-3, it is characterized in that: the quantity of said deep floor (3) is four, and it is distributed on the periphery wall of steel pipe pile (1).
CN 201120383310 2011-10-09 2011-10-09 Socket type steel pipe pile joint Expired - Lifetime CN202227334U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120383310 CN202227334U (en) 2011-10-09 2011-10-09 Socket type steel pipe pile joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120383310 CN202227334U (en) 2011-10-09 2011-10-09 Socket type steel pipe pile joint

Publications (1)

Publication Number Publication Date
CN202227334U true CN202227334U (en) 2012-05-23

Family

ID=46077924

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120383310 Expired - Lifetime CN202227334U (en) 2011-10-09 2011-10-09 Socket type steel pipe pile joint

Country Status (1)

Country Link
CN (1) CN202227334U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104508210A (en) * 2012-11-21 2015-04-08 新日铁住金株式会社 Joint structure for steel-pipe pile, and steel-pipe pile
CN105603969A (en) * 2016-01-26 2016-05-25 宝山钢铁股份有限公司 Regeneration connection method of truncated remainder precast concrete pipe pile
CN106836179A (en) * 2016-12-07 2017-06-13 浙江大学城市学院 Vertical strengthening ribs enhanced bellows grouting pile and construction method
CN108729541A (en) * 2018-05-29 2018-11-02 湖北沛函建设有限公司 Connect beam type Building block construction method
WO2019090409A1 (en) * 2017-11-13 2019-05-16 Tuper S/A Structural arrangement introduced into a sleeve connector having various cross sections for tubular metal posts
CN109914421A (en) * 2019-03-01 2019-06-21 华北水利水电大学 A kind of side slope reinforcement of foundation pit recyclable mini pile steel pipe and its construction method
CN110952536A (en) * 2019-12-17 2020-04-03 中交路桥建设有限公司 Steel pipe pile
JP7126738B1 (en) 2021-11-02 2022-08-29 浙大城市学院 Prefabricated underground continuous wall clamping type lifting device and lifting method
JP7126739B1 (en) 2021-11-02 2022-08-29 浙大城市学院 Sliding lifting device for prefabricated diaphragm walls

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104508210B (en) * 2012-11-21 2016-12-14 新日铁住金株式会社 The joint construction of steel-pipe pile and steel-pipe pile
CN104508210A (en) * 2012-11-21 2015-04-08 新日铁住金株式会社 Joint structure for steel-pipe pile, and steel-pipe pile
CN105603969B (en) * 2016-01-26 2017-10-31 宝山钢铁股份有限公司 Block remaining prefabricated concrete pipe pile regeneration connection method
CN105603969A (en) * 2016-01-26 2016-05-25 宝山钢铁股份有限公司 Regeneration connection method of truncated remainder precast concrete pipe pile
CN106836179B (en) * 2016-12-07 2018-12-14 浙江大学城市学院 The construction method of vertical strengthening ribs enhanced bellows grouting pile
CN106836179A (en) * 2016-12-07 2017-06-13 浙江大学城市学院 Vertical strengthening ribs enhanced bellows grouting pile and construction method
WO2019090409A1 (en) * 2017-11-13 2019-05-16 Tuper S/A Structural arrangement introduced into a sleeve connector having various cross sections for tubular metal posts
US11441287B2 (en) 2017-11-13 2022-09-13 Tuper S/A Structural arrangement introduced into a sleeve connector having various cross sections for tubular metal posts
CN108729541A (en) * 2018-05-29 2018-11-02 湖北沛函建设有限公司 Connect beam type Building block construction method
CN109914421A (en) * 2019-03-01 2019-06-21 华北水利水电大学 A kind of side slope reinforcement of foundation pit recyclable mini pile steel pipe and its construction method
CN110952536A (en) * 2019-12-17 2020-04-03 中交路桥建设有限公司 Steel pipe pile
JP7126738B1 (en) 2021-11-02 2022-08-29 浙大城市学院 Prefabricated underground continuous wall clamping type lifting device and lifting method
JP7126739B1 (en) 2021-11-02 2022-08-29 浙大城市学院 Sliding lifting device for prefabricated diaphragm walls
JP2023068613A (en) * 2021-11-02 2023-05-17 浙大城市学院 Pinching lifting device and lifting method for built-up underground continuous wall body
JP2023068614A (en) * 2021-11-02 2023-05-17 浙大城市学院 Slide-type lifting device for built-up underground continuous wall body

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CSCEC STRAIT CONSTRUCTION AND DEVELOPMENT CO., LTD

Free format text: FORMER NAME: THE THIRD COMPANY OF CHINA SEVENTH ENGINEERING BUREAU CO., LTD.

CP03 Change of name, title or address

Address after: 98-1 No. 350003 Fujian province Fuzhou Mawei District Jiangbin East Avenue

Patentee after: CSCEC Strait Construction and Development Co., Ltd.

Address before: North Gulou District of Fuzhou city in Fujian province Fuzhou City Road 350000 No. 148

Patentee before: The Third Company of China Seventh Engineering Bureau Co., Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20120523