CN202148523U - Jet grouting soil-cement-pile strengthened pile - Google Patents

Jet grouting soil-cement-pile strengthened pile Download PDF

Info

Publication number
CN202148523U
CN202148523U CN201120226822U CN201120226822U CN202148523U CN 202148523 U CN202148523 U CN 202148523U CN 201120226822 U CN201120226822 U CN 201120226822U CN 201120226822 U CN201120226822 U CN 201120226822U CN 202148523 U CN202148523 U CN 202148523U
Authority
CN
China
Prior art keywords
pile
jet grouting
pressure rotary
spray
core
Prior art date
Application number
CN201120226822U
Other languages
Chinese (zh)
Inventor
刘轶
Original Assignee
新蒲建设集团有限公司
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 新蒲建设集团有限公司 filed Critical 新蒲建设集团有限公司
Priority to CN201120226822U priority Critical patent/CN202148523U/en
Application granted granted Critical
Publication of CN202148523U publication Critical patent/CN202148523U/en

Links

Abstract

The utility model discloses a jet grouting soil-cement-pile strengthened pile, which comprises a high-pressure jet grouting pile body and a pile core. The pile core is wrapped by the high-pressure jet grouting pile body, and the high-pressure jet grouting pile body comprises a bottom-fixed high-pressure jet grouting pile and at least one section of an upper-section high-pressure jet grouting pile body. The bottom-fixed high-pressure jet grouting pile comprises a bottom-expanding end arranged at the bottom and a high-pressure jet grouting pile section fixedly arranged with the bottom-expanding end, and the outer diameter of the bottom-expanding end is larger than that of the high-pressure jet grouting pile section. A gap is reserved between the upper-section high-pressure jet grouting pile body and the bottom-fixed high-pressure jet grouting pile, and the outer diameter of the upper-section high-pressure jet grouting pile body is the same as the outer diameter of the high-pressure jet grouting pile section. By means of the jet grouting soil-cement-pile strengthened pile which is arranged in sectioned mode according to the characteristics of foundation soil, characteristics of foundation is fully utilized, design requirements are met, simultaneously raw materials and construction time are saved, and manufacture cost is greatly reduced.

Description

High spray lock pin combination pile

Technical field

The utility model relates to a kind of building foundation, relates to the combination pile body of lock pin stake in a kind of high-pressure rotary jet grouting pile specifically.

Background technology

At present, be used in the structure types of the various basic pile foundations of engineering such as construction work, bridge engineering, municipal engineering, hydraulic engineering stake of single structure type and the stake of combining structure type being arranged.The stake of combining structure type has compaction pile, Concrete Core Mixing Pile, 3M stake etc.There is following defective in the stake of these structures: the vibration that the compaction pile in the stake of combining structure type produces in manufacturing process, particularly disturb residents, and it rams the trial of expanding not only has limitation, and it can only improve the end load.Concrete Core Mixing Pile is because of being stirred, taken by force the influence of factors such as power and equipment limitation, and it stirs degree of depth, a stake footpath size all has limitation, the top weak soil is stirred the back improve lessly, and can only improve the part side friction, so bearing capacity is higher than not with price.Another important reasons is; Present compound pile; Its pile body or be that whole section pile body or bottom have that to expand the bottom, bottom be the unitary whole pile body with the top pile body from top to bottom, the side friction of this pile strength all can reach requirement, but does not make full use of the ground soil characteristics.Particularly the stake end soil of foundation soil is softer or inhomogeneous, has this soil layer of the better soil layer of multilayer character in the pile body scope.Because pile body is overall structure from top to bottom, its cost is higher, is unfavorable for raising the cost.

Summary of the invention

The purpose of the utility model just is to overcome above-mentioned deficiency a kind of high spray lock pin combination pile is provided.

The purpose of the utility model realizes through following technical scheme:

A kind of high spray lock pin combination pile; Comprise the high-pressure rotary-spray pile body; Also comprise a core, high-pressure rotary-spray pile body parcel stake core, high-pressure rotary-spray pile body comprise that high-pressure rotary jet grouting pile of the solid end and at least one section epimere high-pressure rotary-spray pile body constitute; Gu end high-pressure rotary jet grouting pile comprises the expansion bottom of bottom and the high-pressure rotary jet grouting pile pile cutoff that is solidly installed with the expansion bottom; The external diameter that expands the bottom has certain distance greater than high-pressure rotary jet grouting pile pile cutoff external diameter between epimere high-pressure rotary-spray pile body and the high-pressure rotary jet grouting pile of the solid end, and the external diameter of epimere high-pressure rotary-spray pile body is identical with the external diameter of high-pressure rotary jet grouting pile pile cutoff.

Above-mentioned high spray lock pin combination pile, described stake core is prefabricated pile core or pours into the core stake.

Above-mentioned high spray lock pin combination pile, the cross section of described stake core is cylindrical or square.

Above-mentioned high spray lock pin combination pile, the stake of said perfusion core are immersed tube bored core stake or the stake of long auger perfusion core.

Above-mentioned high spray lock pin combination pile, the expansion bottom of high-pressure rotary jet grouting pile of the said solid end and high-pressure rotary jet grouting pile pile cutoff are the compound one that is.

Adopt technique scheme; The utility model has following advantage: according to the ground soil characteristics; When stake end soil is softer or inhomogeneous, with high-pressure rotary-spray technology high-pressure rotary jet grouting pile of the solid end is set, when having the better soil layer of multilayer character in the long scope of stake; In pan soil interlayer scope, the epimere pile body is set, lock pin stake in pile body.Segmentation is provided with compound pile according to the ground soil characteristics like this, makes full use of the characteristic of ground, when reaching designing requirement, has practiced thrift raw material and engineering time, has significantly reduced manufacturing cost.

Description of drawings

Fig. 1 is the structural representation of the utility model.

The specific embodiment

A kind of high spray lock pin combination pile as shown in Figure 1; Comprise the high-pressure rotary-spray pile body; Pitching pile core 4 in high-pressure rotary jet grouting pile, promptly the high-pressure rotary-spray pile body wraps up the stake core, and the high-pressure rotary-spray pile body comprises that high-pressure rotary jet grouting pile of the solid end and at least one section epimere high-pressure rotary-spray pile body 3 constitute; Gu end high-pressure rotary jet grouting pile comprises the expansion bottom 1 of bottom and the high-pressure rotary jet grouting pile pile cutoff that is solidly installed with expansion bottom 2; The external diameter that expands the bottom has certain distance greater than high-pressure rotary jet grouting pile pile cutoff external diameter between epimere high-pressure rotary-spray pile body and the high-pressure rotary jet grouting pile of the solid end, and the external diameter of epimere high-pressure rotary-spray pile body is identical with the external diameter of high-pressure rotary jet grouting pile pile cutoff.

The stake core of the utility model is prefabricated pile core or pours into the core stake that the stake of perfusion core is immersed tube bored core stake or the stake of long auger perfusion core.

The stake core cross section of the utility model can make cylindrical (like pile for prestressed pipe), can also make squarely (like concrete prefabricated side's stake).

The expansion bottom of the high-pressure rotary jet grouting pile of the solid end of the utility model and high-pressure rotary jet grouting pile pile cutoff can compoundly be one, also can separately construct.

Based on the ground soil characteristics, high-pressure rotary jet grouting pile system stake equipment is set, first high-pressure rotary-spray construction, this operation is processed pile body, with Pile feeder the stake core is inserted pile body then and forms high spray lock pin combination pile.

Claims (5)

1. one kind high spray lock pin combination pile; Comprise the high-pressure rotary-spray pile body; It is characterized in that: also comprise a core, high-pressure rotary-spray pile body parcel stake core, high-pressure rotary-spray pile body comprise that high-pressure rotary jet grouting pile of the solid end and at least one section epimere high-pressure rotary-spray pile body constitute; Gu end high-pressure rotary jet grouting pile comprises the expansion bottom of bottom and the high-pressure rotary jet grouting pile pile cutoff that is solidly installed with the expansion bottom; The external diameter that expands the bottom has certain distance greater than high-pressure rotary jet grouting pile pile cutoff external diameter between epimere high-pressure rotary-spray pile body and the high-pressure rotary jet grouting pile of the solid end, and the external diameter of epimere high-pressure rotary-spray pile body is identical with the external diameter of high-pressure rotary jet grouting pile pile cutoff.
2. high spray lock pin combination pile according to claim 1 is characterized in that: described stake core is prefabricated pile core or pours into the core stake.
3. high spray lock pin combination pile according to claim 1 and 2, it is characterized in that: the cross section of described stake core is cylindrical or square.
4. high spray lock pin combination pile according to claim 3 is characterized in that: the stake of said perfusion core is immersed tube bored core stake or the stake of long auger perfusion core.
5. high spray lock pin combination pile according to claim 4 is characterized in that: the expansion bottom of high-pressure rotary jet grouting pile of the said solid end and high-pressure rotary jet grouting pile pile cutoff are the compound one that is.
CN201120226822U 2011-06-30 2011-06-30 Jet grouting soil-cement-pile strengthened pile CN202148523U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120226822U CN202148523U (en) 2011-06-30 2011-06-30 Jet grouting soil-cement-pile strengthened pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120226822U CN202148523U (en) 2011-06-30 2011-06-30 Jet grouting soil-cement-pile strengthened pile

Publications (1)

Publication Number Publication Date
CN202148523U true CN202148523U (en) 2012-02-22

Family

ID=45589586

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120226822U CN202148523U (en) 2011-06-30 2011-06-30 Jet grouting soil-cement-pile strengthened pile

Country Status (1)

Country Link
CN (1) CN202148523U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153388A (en) * 2014-08-22 2014-11-19 中国建筑西南勘察设计研究院有限公司 Composite foundation and construction method thereof
CN106245629A (en) * 2016-09-13 2016-12-21 大连理工大学 A kind of anti-skid uplift pile in mountain area and method for designing thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153388A (en) * 2014-08-22 2014-11-19 中国建筑西南勘察设计研究院有限公司 Composite foundation and construction method thereof
CN106245629A (en) * 2016-09-13 2016-12-21 大连理工大学 A kind of anti-skid uplift pile in mountain area and method for designing thereof
CN106245629B (en) * 2016-09-13 2018-10-16 大连理工大学 A kind of anti-skid uplift pile in mountain area and its design method

Similar Documents

Publication Publication Date Title
CN102839675B (en) Method of long-span pre-stress fish belly sill for foundation pit support
CN105926802B (en) A kind of reinforcement structure of 3D printing reinforced masonry shear wall structure
CN1219945C (en) High-pressure rotary spraying and core inserting process to form pedestal pile
CN103321244B (en) Sand foundation existing building sets up the construction method of basement
CN103967036A (en) Pile and sleeve grouting connecting structure for offshore wind power generation and construction method thereof
CN200985518Y (en) Portal type anti floating structure
CN201865113U (en) Automatic check valve type pressure grouting device
CN103352581B (en) Adopt the method for inner prestressed reinforcement bolt anchorage sintered clay brick masonry structure
CN2878511Y (en) Tensile compression combined self-anchored rock anchor rod
CN201310090Y (en) Prestressed steel pipe concrete pile
CN101798810A (en) Cement-soil composite pile inserted into reinforced concrete core materials
CN206256614U (en) A kind of prefabricated assembled concrete wallboard for fabricated construction
CN103046575B (en) A kind of blower fan spread footing structure of land four leaf plum types
CN204662499U (en) Concrete of basement exterior wall, waterproof, fertile groove integrated construction structure
CN102011399B (en) PHC pile-based multiple high jet pedestal pile construction method
CN203530973U (en) Composite anchor rod
CN203755778U (en) Assembly external pre-stress reactive powder concrete wind power tower
CN202831402U (en) Concrete filled steel tubular column with inner-connected circular pipe and outer-sleeved concrete filled steel tube
US20130259581A1 (en) Grouting Cabin Structure of a Grouted Connection in a Foundation of an Offshore Wind Turbine Generator
EP2103743A1 (en) Foundation for a wind turbine
CN204662426U (en) Cement mixing method
CN104234042A (en) Concrete pile forming device and construction method thereof
CN201843129U (en) Ribbed concrete composite pile core pipe
CN103628583A (en) Assembled type movable blast wall
CN102493602B (en) Ductile concrete column capable of delaying local buckling of steel bars and manufacturing method thereof

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant