CN203808092U - Novel composite pile foundation - Google Patents

Novel composite pile foundation Download PDF

Info

Publication number
CN203808092U
CN203808092U CN201420119167.5U CN201420119167U CN203808092U CN 203808092 U CN203808092 U CN 203808092U CN 201420119167 U CN201420119167 U CN 201420119167U CN 203808092 U CN203808092 U CN 203808092U
Authority
CN
China
Prior art keywords
steel concrete
former
post
reinforced concrete
boring
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 - Fee Related
Application number
CN201420119167.5U
Other languages
Chinese (zh)
Inventor
张微
王晓辉
魏光
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.)
Source Jinsui River Beijing Geotechnical Engineering Co Ltd
Original Assignee
Source Jinsui River Beijing Geotechnical Engineering 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 Source Jinsui River Beijing Geotechnical Engineering Co Ltd filed Critical Source Jinsui River Beijing Geotechnical Engineering Co Ltd
Priority to CN201420119167.5U priority Critical patent/CN203808092U/en
Application granted granted Critical
Publication of CN203808092U publication Critical patent/CN203808092U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a novel composite pile foundation comprising an original pile foundation and high-pressure jet grouting soil cement piles (9). The original pile foundation comprises an original reinforced concrete column (3), an original reinforced concrete column foundation (2) and an original reinforced concrete ground (4), hydraulic drilling drill holes are formed in the periphery of the original reinforced concrete column (3) on the original reinforced concrete ground (4), the hydraulic drilling drill holes downwardly penetrate through the original reinforced concrete column foundation (2) from the original reinforced concrete ground (4), the high-pressure jet grouting soil cement piles (9) are arranged below the original reinforced concrete column foundation (2), and an elastomer is arranged between each high-pressure jet grouting soil cement pile (9) and the original reinforced concrete column foundation (2). A gap between each high-pressure jet grouting soil cement pile (9) and the original reinforced concrete column foundation (2) can be filled by the corresponding elastomer, so that the novel composite pile foundation is firmer.

Description

A kind of Novel composite pile foundation
Technical field
The utility model relates to the foundation structure of building field, particularly a kind of Novel composite pile foundation.
Background technology
Along with accelerating of Process of Urbanization Construction, the aging blocks engineering that renovates is a lot, so-called aging blocks renovate to reinforce and increase floor and include: the building cracking that irregular even sedimentation causes, high tower and the overage military service Qun building of inclination, and the built high building of change purposes urgent need increasing layer, be referred to as herein " aging blocks " (lower same).Prior art generally only limits to the strengthening reconstruction of the overground part of structure to aging blocks strengthening reconstruction, or after whole aging blocks are removed, carries out the transformation of underground pile foundation again; To the basis of former underground structure, technology or a blank on piling basis after aging blocks are not removed on indoor basis of not excavating.When can not meet superstructure, original underground base for post basis increases the supporting capacity after layer increase load, for making it meet bearing capacity demand, after utilizing existing technology just to only have existing building is removed and excavated, reconstruct again pile foundation, this improvement project amount is very large, this reforming mode of prior art, consumption wealth consumption power, has caused huge waste; How not destroying under the prerequisite of original base structure of aging blocks not removing aging blocks, descend over the ground base for post or the wall base to transform, is a great new research topic.
Utility model content
In order to make up the deficiencies in the prior art, fill up the blank of prior art, the purpose of this utility model is just: provide a kind of and do not removing aging blocks, do not destroy aging blocks original base, do not excavate the original ground of aging blocks, and the key new of the pile foundation of taking root after under aging blocks original base, specifically provides a kind of Novel composite pile foundation.
The purpose of this utility model is achieved through the following technical solutions:
A kind of Novel composite pile foundation, comprises former pile foundation and high-pressure rotary-spray cement earth pile (9); Its Central Plains pile foundation comprises former reinforced concrete post (3), former steel concrete base for post (2), former steel concrete ground (4); The periphery of the former reinforced concrete post (3) on former steel concrete ground (4) is provided with water drilling boring, described water drilling boring penetrates former steel concrete base for post (2) downwards from former steel concrete ground (4), the below of former steel concrete base for post (2) is high-pressure rotary-spray cement earth pile (9), between high-pressure rotary-spray cement earth pile (9) and former steel concrete base for post (2), is provided with elastic body.Elastomeric setting can be filled the gap between high-pressure rotary-spray cement earth pile (9) and former steel concrete base for post (2), makes composite pile foundation of the present utility model more firm.
Described water drilling boring comprises the first boring (8) and the second boring (7), wherein the first boring (8) runs through former steel concrete ground (4), second holes (7) from former steel concrete ground (4) until penetrate former steel concrete base for post (2), and wherein the aperture of the second boring (7) is less than the aperture of the first boring (8).
Brief description of the drawings
Fig. 1 is Novel composite pile foundation structural representation;
Wherein, the code name of all parts in accompanying drawing is expressed as:
1, the 37 lime earth of backfill;
2, former steel concrete base for post;
3, former reinforced concrete post;
4, former steel concrete ground;
5, former steel concrete ground level;
6, former steel concrete base for post substrate design absolute altitude;
7, the second borings; 8, the first borings; 9, high-pressure rotary-spray cement earth pile.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further described:
Embodiment 1: a kind of Novel composite pile foundation, comprises former pile foundation and high-pressure rotary-spray cement earth pile (9); Its Central Plains pile foundation comprises former reinforced concrete post (3), former steel concrete base for post (2), former steel concrete ground (4); The periphery of the former reinforced concrete post (3) on former steel concrete ground (4) is provided with water drilling boring, described water drilling boring penetrates former steel concrete base for post (2) downwards from former steel concrete ground (4), the below of former steel concrete base for post (2) is high-pressure rotary-spray cement earth pile (9), between high-pressure rotary-spray cement earth pile (9) and former steel concrete base for post (2), is provided with elastic body.Elastomeric setting can be filled the gap between high-pressure rotary-spray cement earth pile (9) and former steel concrete base for post (2), makes composite pile foundation of the present utility model more firm.
Described water drilling boring comprises the first boring (8) and the second boring (7), wherein the first boring (8) runs through former steel concrete ground (4), second holes (7) from former steel concrete ground (4) until penetrate former steel concrete base for post (2), and wherein the aperture of the second boring (7) is less than the aperture of the first boring (8).

Claims (1)

1. a Novel composite pile foundation, is characterized in that: comprise former pile foundation and high-pressure rotary-spray cement earth pile (9); Its Central Plains pile foundation comprises former reinforced concrete post (3), former steel concrete base for post (2), former steel concrete ground (4); The periphery of the former reinforced concrete post (3) on former steel concrete ground (4) is provided with water drilling boring, described water drilling boring penetrates former steel concrete base for post (2) downwards from former steel concrete ground (4), the below of former steel concrete base for post (2) is high-pressure rotary-spray cement earth pile (9), between high-pressure rotary-spray cement earth pile (9) and former steel concrete base for post (2), is provided with elastic body;
Described water drilling boring comprises the first boring (8) and the second boring (7), wherein the first boring (8) runs through former steel concrete ground (4), second holes (7) from former steel concrete ground (4) until penetrate former steel concrete base for post (2), and wherein the aperture of the second boring (7) is less than the aperture of the first boring (8).
CN201420119167.5U 2014-03-17 2014-03-17 Novel composite pile foundation Expired - Fee Related CN203808092U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420119167.5U CN203808092U (en) 2014-03-17 2014-03-17 Novel composite pile foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420119167.5U CN203808092U (en) 2014-03-17 2014-03-17 Novel composite pile foundation

Publications (1)

Publication Number Publication Date
CN203808092U true CN203808092U (en) 2014-09-03

Family

ID=51446872

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420119167.5U Expired - Fee Related CN203808092U (en) 2014-03-17 2014-03-17 Novel composite pile foundation

Country Status (1)

Country Link
CN (1) CN203808092U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112074640A (en) * 2019-04-02 2020-12-11 株式会社璞莱克斯 Concrete foundation structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112074640A (en) * 2019-04-02 2020-12-11 株式会社璞莱克斯 Concrete foundation structure and construction method thereof
US11047103B2 (en) 2019-04-02 2021-06-29 Prex Co., Ltd Concrete foundation structure and method for constructing same

Similar Documents

Publication Publication Date Title
CN103321244B (en) Sand foundation existing building sets up the construction method of basement
CN103924602B (en) Deep Thick Soft Ground foundation ditch construction method
CN204199335U (en) A kind of pressure release well reducing PHC tube pile construction soil compaction effect
CN101509261B (en) Method for pile plate base for ultra-high voltage electric power line steel tower on soft foundation
CN204059332U (en) A kind of concrete precast pipe pile and piling prepressing Soft Ground device
CN102660955A (en) Quick construction method for foundation pit slope support
CN102116030A (en) Combined bracing structure for foundation pit and construction method thereof
CN201771514U (en) Concealed tunneling structure with pile foundation
CN203808092U (en) Novel composite pile foundation
CN105386610A (en) Protective construction method for natural-foundation ancient architectures at top of asymmetric deep foundation pit
CN105297717A (en) Composite foundation pile with lower portion enlarged diameter section and construction method of composite foundation pile
CN203741894U (en) Composite pile foundation
CN203741859U (en) Combined type composite pile foundation
CN103726673A (en) Novel after-rooting composite pile foundation
CN203846519U (en) Glass fiber reinforced plastic cast-in-place pile foundation
CN204125965U (en) There is the blower foundation that pressure dispersing type arranges high-strength prestressed anchor bar/anchor cable
CN201502065U (en) Anchor rod joint excavation compound basis
CN203583501U (en) Deep-layer shear resistant device capable of preventing rock sliding
CN203701636U (en) Novel composite rear-rooting pile foundation
CN203213140U (en) Laminate-type high pile cap tower crane foundation structure
CN104074183A (en) Drilling and concrete injected root composite pile implanting pile structure and construction method
CN102409670B (en) Method for constructing foundation pile
CN201943076U (en) Combined foundation pit supporting structure
CN204456182U (en) Vertical anchorage pile retaining wall
CN205259175U (en) Lower part enlarges compound foundation pile of diameter section

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140903

Termination date: 20200317

CF01 Termination of patent right due to non-payment of annual fee