CN103266605A - Pile tip manufacturing technology - Google Patents

Pile tip manufacturing technology Download PDF

Info

Publication number
CN103266605A
CN103266605A CN2013101359178A CN201310135917A CN103266605A CN 103266605 A CN103266605 A CN 103266605A CN 2013101359178 A CN2013101359178 A CN 2013101359178A CN 201310135917 A CN201310135917 A CN 201310135917A CN 103266605 A CN103266605 A CN 103266605A
Authority
CN
China
Prior art keywords
welding
end plate
block plates
substrate
fixing
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.)
Pending
Application number
CN2013101359178A
Other languages
Chinese (zh)
Inventor
虞功平
曹卫星
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.)
Zhongtian Construction Group Co Ltd
Original Assignee
Zhongtian Construction Group 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 Zhongtian Construction Group Co Ltd filed Critical Zhongtian Construction Group Co Ltd
Priority to CN2013101359178A priority Critical patent/CN103266605A/en
Publication of CN103266605A publication Critical patent/CN103266605A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a pile tip manufacturing technology. The pile tip manufacturing technology comprises the following steps: firstly, welding and fixing four steel plates, cutting and machining the cross section of the connected side of the four steel plates into an isosceles right triangle, fixing the four steel plates of the pile tip into a whole by angle welding; then, welding and fixing the four steel plates on a base plate; and finally, welding and fixing an end plate at the bottom end of a tubular pile, and welding and fixing the base plate on the bottom surface of the end plate. By adopting the cross taper type pile tip, the manufacturing technology is simple, the property of penetrating through deep and thick sand interlayer is enhanced, the successful drilling footage is realized, the total blow count of a single pile is controlled within 2500, and furthermore the fatigue failure of the pile body concrete is avoided effectively.

Description

A kind of sharp manufacture craft
Technical field
The present invention relates to the stake point.
Background technology
Present widely used stake point is flat cross, and it has the stronger ability that penetrates deep layer of sand.But for alluvium geology, owing to mud, layer of sand alternately deposit and the groundwater table height, its ability of breaking ground just is restricted.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of sharp manufacture craft, and this prong is strengthened the ability of breaking ground to the stake point of alluvium geology.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: a kind of sharp manufacture craft, the stake point comprises substrate, described substrate base vertically is welded with four block plates on the plane, described four block plates are that crossover arrangement is cross with the substrate base planar central, it is characterized in that: described steel plate is triangular structure of right angle, and the sharp manufacture craft of described stake comprises the steps:
At first, the welding of four block plates is fixing, and four block plates connect the side cross section by being cut into isosceles right triangle, are fixed as one by fillet welding between four block plates of stake point;
Then, four block plates are fixedly welded on the substrate;
At last, an end plate is fixed in welding in the pile tube bottom, and substrate is weldingly fixed on the end plate bottom surface.
Preferably, described steel plate is isosceles right triangle.
Preferably, described stake point is the Q235 welded construction.
Preferably, described end plate is the hollow reverse frustoconic, and end plate end face diameter is identical with the pile tube external diameter, and end plate bottom surface diameter is identical with substrate diameter.
The present invention adopts cross cone-shaped pile point, and its manufacture craft is easy, and it has strengthened penetrating the ability of deep skerry, has realized smooth drilling depth, and the total hammering numerical control of single pile has prevented the fatigue failure of pile concrete effectively in 2500 hit.
Description of drawings
Below in conjunction with the drawings and specific embodiments the present invention is further described:
Fig. 1 is the sharp plane structure schematic diagram of stake;
Fig. 2 is A-A sectional view among Fig. 1.
The specific embodiment
Specify the break ground stake point of ability of a kind of reinforcement below in conjunction with Fig. 1 and Fig. 2, this point 1 comprises the substrate 10 that is fixed in pile tube 2 bottoms, described substrate vertically is welded with four block plates 11 on 10 baseplanes, described four block plates 11 are that crossover arrangement is cross with the substrate base planar central, and described steel plate is triangular structure of right angle.
Concrete, described steel plate 11 is isosceles right triangle.Described stake point 1 is Q235 welded construction (comprising substrate and steel plate), fixes by the fillet welding structure between four block plates of described stake point.Be welded with end plate 20 between described pile tube bottom and the substrate.Described end plate is reverse frustoconic, and end plate end face diameter is identical with the pile tube external diameter, and end plate bottom surface diameter is identical with substrate diameter.
This sharp manufacture craft comprises the steps:
At first, 11 welding of four block plates are fixing, and four block plates connect the side cross section by being cut into isosceles right triangle, are fixed as one by fillet welding between four block plates of stake point;
Then, four block plates are fixedly welded on the substrate 10;
At last, an end plate 20 is fixed in welding in pile tube 2 bottoms, and substrate is weldingly fixed on the end plate bottom surface.
Following table is the size relationship table between stake point and the pile tube:
Figure BDA00003065620400031
Following table is for using flat cross stake point and cross cone-shaped pile point effect contrast statistical form:
Figure BDA00003065620400032
Can be drawn as drawing a conclusion by last table: cross cone-shaped pile point of the present invention has been strengthened the ability of breaking ground, and the total hammering number of single pile is controlled.

Claims (4)

1. stake point manufacture craft, stake point (1) comprises substrate (10), vertically be welded with four block plates (11) on the described substrate base plane, described four block plates are that crossover arrangement is cross with the substrate base planar central, it is characterized in that: described steel plate is triangular structure of right angle, and the sharp manufacture craft of described stake comprises the steps:
At first, the welding of four block plates is fixing, and four block plates connect the side cross section by being cut into isosceles right triangle, are fixed as one by fillet welding between four block plates of stake point;
Then, four block plates are fixedly welded on the substrate;
At last, an end plate (20) is fixed in welding in pile tube (2) bottom, and substrate is weldingly fixed on the end plate bottom surface.
2. a kind of sharp manufacture craft according to claim 1, it is characterized in that: described steel plate is isosceles right triangle.
3. a kind of sharp manufacture craft according to claim 2 is characterized in that: described stake point (1) is the Q235 welded construction.
4. a kind of sharp manufacture craft according to claim 3, it is characterized in that: described end plate is the hollow reverse frustoconic, and end plate end face diameter is identical with the pile tube external diameter, and end plate bottom surface diameter is identical with substrate diameter.
CN2013101359178A 2013-04-18 2013-04-18 Pile tip manufacturing technology Pending CN103266605A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013101359178A CN103266605A (en) 2013-04-18 2013-04-18 Pile tip manufacturing technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013101359178A CN103266605A (en) 2013-04-18 2013-04-18 Pile tip manufacturing technology

Publications (1)

Publication Number Publication Date
CN103266605A true CN103266605A (en) 2013-08-28

Family

ID=49010259

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013101359178A Pending CN103266605A (en) 2013-04-18 2013-04-18 Pile tip manufacturing technology

Country Status (1)

Country Link
CN (1) CN103266605A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11256573A (en) * 1998-03-16 1999-09-21 Chiyoda Soiltec Kk Steel pipe pile
CN2501914Y (en) * 2001-10-26 2002-07-24 肇庆市宏基基础工程有限公司 Square cone shape pile pin for building tubular pile foundation
CN101906777A (en) * 2010-08-12 2010-12-08 江苏弘盛建设工程集团有限公司 Oblique cross pile shoe
CN202509493U (en) * 2012-04-19 2012-10-31 钟金禄 Cross-shaped engineering pile tip
CN202850024U (en) * 2012-09-14 2013-04-03 安徽国仓管桩集团有限公司 Flat base cross-shaped steel pile tip

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11256573A (en) * 1998-03-16 1999-09-21 Chiyoda Soiltec Kk Steel pipe pile
CN2501914Y (en) * 2001-10-26 2002-07-24 肇庆市宏基基础工程有限公司 Square cone shape pile pin for building tubular pile foundation
CN101906777A (en) * 2010-08-12 2010-12-08 江苏弘盛建设工程集团有限公司 Oblique cross pile shoe
CN202509493U (en) * 2012-04-19 2012-10-31 钟金禄 Cross-shaped engineering pile tip
CN202850024U (en) * 2012-09-14 2013-04-03 安徽国仓管桩集团有限公司 Flat base cross-shaped steel pile tip

Similar Documents

Publication Publication Date Title
CN105544513A (en) Steel pipe grouting pile
CN202017198U (en) Fish-shaped steel pipe pile
CN103266606A (en) Pile point with reinforced groundbreaking capability
CN203145010U (en) Pile point for reinforcing groundbreaking capability
CN103266605A (en) Pile tip manufacturing technology
CN102733380A (en) Lag pile and construction method thereof
CN205154032U (en) A drill bit for constructing concrete drilling bored concrete pile
CN104563948A (en) Impact holing boring slurry isolation device based on slurry outlet pipe
CN203741835U (en) Pile tip structure for prefabricated pipe pile
CN203639900U (en) Hollow pile
CN203330453U (en) Tubular pillar non-radial drilling tool
CN106703255B (en) A kind of combination steel brick and its construction method
KR20160075189A (en) pile supporter
CN213039222U (en) Percussion drill bit
CN205100206U (en) Interlock stake becomes stake device
CN203174598U (en) Pile sinking structure of tubular pile
CN203429635U (en) Full-protection-casing raking pile guide pipe guide structure
CN204098018U (en) A kind of conical hollow stake for building
CN202718087U (en) Post-grouting hollow rounded triangular pile
CN217105073U (en) Drilling-free grouting anchor
CN203476363U (en) Triangular mesh type stereoscopic steel reinforcement mesh for coal mine tunnel shotcreting layer support
CN202031087U (en) Hollow concrete square pile based on prestress
CN202718089U (en) Post-grouting concrete hollow rounded triangular pile
CN210459200U (en) Tapered anti-shearing square pile tip and connecting structure thereof
CN211767585U (en) Pipe fitting placer is used in civil engineering construction

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C05 Deemed withdrawal (patent law before 1993)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20130828