CN204982873U - Install composite foundation PHC pile support plate fast - Google Patents

Install composite foundation PHC pile support plate fast Download PDF

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Publication number
CN204982873U
CN204982873U CN201520774232.2U CN201520774232U CN204982873U CN 204982873 U CN204982873 U CN 204982873U CN 201520774232 U CN201520774232 U CN 201520774232U CN 204982873 U CN204982873 U CN 204982873U
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CN
China
Prior art keywords
phc pile
horizontal bearing
support plate
composite foundation
fast installation
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
CN201520774232.2U
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Chinese (zh)
Inventor
张强
邱维衍
孔秋平
江景云
陈万琴
熊春煌
郑添寿
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.)
FUJIAN YONGQIANG GEOTECHNICAL Co Ltd
Original Assignee
FUJIAN YONGQIANG GEOTECHNICAL 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 FUJIAN YONGQIANG GEOTECHNICAL Co Ltd filed Critical FUJIAN YONGQIANG GEOTECHNICAL Co Ltd
Priority to CN201520774232.2U priority Critical patent/CN204982873U/en
Application granted granted Critical
Publication of CN204982873U publication Critical patent/CN204982873U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to an install composite foundation PHC pile support plate fast, including horizontal bearing board (1), horizontal bearing board (1) adopts strength grade C25 concrete placement to form by thickness 100mm, built -in 6@200200 reinforcing bar net piece, be provided with circular cone formula reinforced concrete socket joint stick (2) at the middle part of horizontal bearing board (1) bottom surface, circular cone formula reinforced concrete socket joint stick (2) is located PHC tubular pile (3), and it has rubber gasket (4) to paste with the bottom surface department of PHC tubular pile (3) top surface contact at horizontal bearing board (1). It is concentrated prefabricated through building site or precast plant, quick installation the in foundation treatment job site pile bolck processing back, have and to simplify construction procedure greatly for construction progress, reduce project cost's advantage.

Description

A kind of Fast Installation composite foundation PHC pile support plate
Technical field:
The utility model relates to a kind of Fast Installation composite foundation PHC pile support plate, and what be applicable to the problem of transmission of the upper load lower portion pile foundation used when civil engineering PHC pile tube Soft foundation treatment can the composite foundation steel concrete loaded plate of Fast Installation.
Background technology:
At present, both at home and abroad when civil engineering Soft foundation treatment, much have employed prefabricated concrete pipe pile.For solving the problem of transmission of upper load lower portion pile foundation, being typically employed in stake top and reinforced concrete cast-in-situ pile cover is set.The physical dimension of cast-in-situ concrete pile cover is comparatively large, and cost is higher, and needs assembling reinforcement one by one, one by one cast-in-situ concrete in work progress, and operation more complicated, the duration is longer.
Summary of the invention:
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of Fast Installation composite foundation PHC pile support plate, can reduce construction costs, simplifies working procedure, the composite foundation steel concrete loaded plate of Fast Installation.
The utility model solves the problems of the technologies described above the following technical scheme of employing:
A kind of Fast Installation composite foundation PHC pile support plate, comprises horizontal bearing steel plate, it is characterized in that: horizontal bearing steel plate is by thickness 100mm, and built-in 6200*200 reinforced mesh adopts strength grade C25 concreting to form; Be provided with circular cone type steel concrete socket joint rod at the middle part of horizontal bearing plate bottom surface, circular cone type steel concrete socket joint rod is positioned at PHC pile tube, and the bottom surface place contacted with PHC pile tube end face at horizontal bearing plate is pasted with rubber sheet gasket.
Preferably, the armored concrete slab with its upper load of going down directly born by described horizontal bearing plate, builds circular or square by more than C25 grade steel reinforced concrete.
Preferably, Fast Installation composite foundation PHC pile support plate can adopt site prefabrication or factory's concentration pre-casting, also can install by quick insertion at the construction field (site).
Preferably, described circular cone type steel concrete socket joint rod, tapered structure, synchronously builds with its upper level loaded plate and forms, end diameter 10mm less of PHC pile tube cavity diameter.
Preferably, the shape of described rubber sheet gasket is circular or annular, and its external diameter pushes up external diameter slightly larger than stake.
The utility model beneficial effect: be to provide a kind of Fast Installation composite foundation PHC pile support plate, have reduction construction costs, simplifies construction sequence, the advantage of accelerating construction progress.Construction is simple: only need after pile foundation construction completes within the specific limits, disposable gamut is installed.Cost is lower: compared with conventional pile cover, saves cost more than 10%.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model;
The top view that Fig. 2 is carrying steel plate of the present utility model when being square;
The top view that Fig. 3 is carrying steel plate of the present utility model when being circle.
As scheme identify: 1, horizontal bearing plate 2, circular cone type steel concrete socket joint rod 3, PHC pile tube 4, rubber sheet gasket.
Detailed description of the invention:
As shown in Figure 1, 2, 3, the utility model comprises horizontal bearing steel plate 1, it is characterized in that horizontal bearing plate 1 is by thickness 100mm, and built-in 6200*200 reinforced mesh adopts strength grade C25 concreting to form; Be provided with circular cone type steel concrete socket joint rod 2 at the middle part of horizontal bearing plate 1 bottom surface, circular cone type steel concrete socket joint rod is positioned at PHC pile tube, and the bottom surface place contacted with PHC pile tube end face at horizontal bearing plate is pasted with rubber sheet gasket.
Carrying steel plate has spacer bars hole, and spacer bars squeezes into ground by the spacer bars hole on this carrying steel plate; The effect of spacer bars is the pile cover out-of-flatness phenomenon preventing accidental external force from causing.
The steel plate with its upper load of going down directly born by described horizontal bearing plate 1, built circular or square by steel concrete; Its physical dimension was determined according to stressed needs, and the load with its top of going down is directly born in its effect.
The described collar 4 of putting more energy into is for cylindric, and its effect increases integral rigidity of the present utility model; Its upper weld is on carrying steel plate bottom surface, and the neighboring along the collar 4 of putting more energy into has been evenly arranged stiffened steel plates 2.
Described circular cone type steel concrete socket joint rod 2 is coniform, and its effect increases integral rigidity of the present utility model; Itself and horizontal bearing plate are built simultaneously and are formed.
The shape of described rubber sheet gasket is circular or annular, and its external diameter pushes up external diameter slightly larger than stake.Rubber sheet gasket mainly solves the problem of stress concentration that horizontal bearing plate bottom surface and stake end face may cause due to processing or construction error.
Add man-hour, first by reinforcing bar binding, in horizontal bearing plate 1 and 2 concretings of circular cone type steel concrete socket joint rod, after having built, at horizontal bearing plate adhesive rubber pad 4.
During construction, stake 3 weeks soil is carried out smooth, then pile cover locator is placed in stake 3, positioning tooth is close proximity to outside stake, then pile cover is close to spacer bars and is positioned in stake, for completing one action, reach and have reduction construction costs, simplify construction sequence, the object of accelerating construction progress.
Above-described embodiment, the just one of the utility model more preferably detailed description of the invention, the usual change that those skilled in the art carries out within the scope of technical solutions of the utility model and replacing all should be included in protection domain of the present utility model.

Claims (5)

1. a Fast Installation composite foundation PHC pile support plate, comprises horizontal bearing plate (1), it is characterized in that: horizontal bearing plate (1) is by thickness 100mm, and built-in 6200*200 reinforced mesh adopts strength grade C25 concreting to form; The middle part of horizontal bearing plate (1) bottom surface is provided with circular cone type steel concrete socket joint rod (2), circular cone type steel concrete socket joint rod (2) is positioned at PHC pile tube (3), and the bottom surface place contacted with PHC pile tube (3) end face at horizontal bearing plate (1) is pasted with rubber sheet gasket (4).
2. a kind of Fast Installation composite foundation PHC pile support plate according to claim 1, it is characterized in that: the armored concrete slab with its upper load of going down directly born by horizontal bearing plate (1), builds circular or square by more than C25 grade steel reinforced concrete.
3. a kind of Fast Installation composite foundation PHC pile support plate according to claim 1, is characterized in that: Fast Installation composite foundation PHC pile support plate can adopt site prefabrication or factory's concentration pre-casting, also can install by quick insertion at the construction field (site).
4. a kind of Fast Installation composite foundation PHC pile support plate according to claim 1, it is characterized in that: circular cone type steel concrete socket joint rod (2) tapered structure, synchronously build with its upper level loaded plate and form, end diameter 10mm less of PHC pile tube cavity diameter.
5. a kind of Fast Installation composite foundation PHC pile support plate according to claim 1, is characterized in that: the shape of described rubber sheet gasket (4) is for circular or annular, and its external diameter pushes up external diameter slightly larger than stake.
CN201520774232.2U 2015-10-08 2015-10-08 Install composite foundation PHC pile support plate fast Expired - Fee Related CN204982873U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520774232.2U CN204982873U (en) 2015-10-08 2015-10-08 Install composite foundation PHC pile support plate fast

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520774232.2U CN204982873U (en) 2015-10-08 2015-10-08 Install composite foundation PHC pile support plate fast

Publications (1)

Publication Number Publication Date
CN204982873U true CN204982873U (en) 2016-01-20

Family

ID=55117255

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520774232.2U Expired - Fee Related CN204982873U (en) 2015-10-08 2015-10-08 Install composite foundation PHC pile support plate fast

Country Status (1)

Country Link
CN (1) CN204982873U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759423A (en) * 2017-03-03 2017-05-31 中交第三航务工程勘察设计院有限公司 Super-large diameter pile foundation assembled dock structure and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759423A (en) * 2017-03-03 2017-05-31 中交第三航务工程勘察设计院有限公司 Super-large diameter pile foundation assembled dock structure and its construction method

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

Granted publication date: 20160120

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