CN203383210U - Static pressure pile with spiral rib strips - Google Patents

Static pressure pile with spiral rib strips Download PDF

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Publication number
CN203383210U
CN203383210U CN201320501083.3U CN201320501083U CN203383210U CN 203383210 U CN203383210 U CN 203383210U CN 201320501083 U CN201320501083 U CN 201320501083U CN 203383210 U CN203383210 U CN 203383210U
Authority
CN
China
Prior art keywords
spiral rib
rib strips
pile
spiral
static pressure
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
CN201320501083.3U
Other languages
Chinese (zh)
Inventor
戴斌朋
陈益满
李建新
张翔
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.)
BAISHENG LIANHE CONSTRUCTION GROUP Co Ltd
Original Assignee
BAISHENG LIANHE 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 BAISHENG LIANHE CONSTRUCTION GROUP Co Ltd filed Critical BAISHENG LIANHE CONSTRUCTION GROUP Co Ltd
Priority to CN201320501083.3U priority Critical patent/CN203383210U/en
Application granted granted Critical
Publication of CN203383210U publication Critical patent/CN203383210U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a static pressure pile with spiral rib strips. The static pressure pile with the spiral rib strips comprises a metal main frame, wherein the metal main frame comprises a sharp end, a vertical main rod and a connecting bearing platform which are integrally formed, the sharp end is located at the lower end of the vertical main rod, the connecting bearing platform is located at the upper end of the vertical main rod, the metal main frame is located inside a concrete body with the spiral continuous rib strips at the outer side, and the sharp end and the connecting bearing platform are exposed out of the two ends of the concrete body respectively. The static pressure pile with the spiral rib strips is provided with the metal main frame and the spiral rib strips on the lateral face, a pile body can be drilled into a soil body by adopting a rotary downward pressing mode in the process of construction operation, and the requirement for the pressure of a machine is low. In addition, the contact surface of the pile body and the soil body is increased due to the existence of the spiral rib strips and a spiral drilling-in structure, the frictional resistance is larger, and therefore the bearing capacity of the static pressure pile with the spiral rib strips is larger.

Description

Static pressed pile with the spiral rib
Technical field
The utility model relates to a kind of static pressed pile with the spiral rib.
Background technology
The tradition static pressed pile is generally cylindrical structure, and corresponding pile pipe is also the cylinder with endoporus, pile body vertically need to be pressed in the soil body, and this static pressed pile is high to the pressure requirement of facility, and the contact surface of pile body and surrounding soil is less, so bearing capacity is poor.
The utility model content
In view of the deficiency that background technology exists, technical problem to be solved in the utility model is to provide a kind of constructability and bearing capacity better with the static pressed pile of spiral rib.
The utility model takes following technical scheme to complete: with the static pressed pile of spiral rib, comprise the metal body frame, the metal body frame comprises integrated pointed termination, vertical mobile jib and is connected cushion cap, the lower end of described pointed termination in vertical mobile jib, the upper end of described connection cushion cap in vertical mobile jib, described metal body frame is in the outside in the concrete bodies with the continuous rib of helical form, described pointed termination and the two ends that are connected cushion cap and are exposed to respectively concrete bodies.
In the utility model, the spiral rib with the static pressed pile of spiral rib with metal body frame and side, can adopt during construction operation and rotate the mode pressed down pile body is pierced in the soil body, to the pressure of facility, requires relatively low.And, due to the existence of spiral rib, and the structure that pierces of spiral, all impel the contact surface of pile body and the soil body more, frictional resistance is larger, and then the bearing capacity of the static pressed pile with the spiral rib that the utility model is provided is higher.
The accompanying drawing explanation
The utility model has following accompanying drawing:
The structure cross-sectional schematic of the static pressed pile with the spiral rib that Fig. 1 provides for the utility model.
The specific embodiment
Accompanying drawing has meaned the technical solution of the utility model and embodiment, below further describes by reference to the accompanying drawings each details and the operating principle thereof of embodiment again.
As shown in Figure 1, the static pressed pile with the spiral rib that the utility model provides, comprise metal body frame 1, metal body frame 1 comprises integrated pointed termination 2, vertical mobile jib 3 and is connected cushion cap 4, the lower end of described pointed termination 2 in vertical mobile jib 3, the upper end of described connection cushion cap 4 in vertical mobile jib 3, in the concrete bodies 6 of described metal body frame 1 in the outside continuous rib 5 with helical form, described pointed termination 2 and the two ends that are connected cushion cap 4 and are exposed to respectively concrete bodies 6.The spiral rib 7 that mates and dock continuously with the rib 5 with concrete bodies 6 outsides on pointed termination 2.

Claims (2)

1. the static pressed pile with the spiral rib, it is characterized in that: comprise the metal body frame, the metal body frame comprises integrated pointed termination, vertical mobile jib and is connected cushion cap, the lower end of described pointed termination in vertical mobile jib, the upper end of described connection cushion cap in vertical mobile jib, described metal body frame is in the outside in the concrete bodies with the continuous rib of helical form, described pointed termination and the two ends that are connected cushion cap and are exposed to respectively concrete bodies.
2. the static pressed pile with the spiral rib according to claim 1, is characterized in that: the spiral rib that mates and dock continuously with the rib with the concrete bodies outside on described pointed termination.
CN201320501083.3U 2013-08-16 2013-08-16 Static pressure pile with spiral rib strips Expired - Lifetime CN203383210U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320501083.3U CN203383210U (en) 2013-08-16 2013-08-16 Static pressure pile with spiral rib strips

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320501083.3U CN203383210U (en) 2013-08-16 2013-08-16 Static pressure pile with spiral rib strips

Publications (1)

Publication Number Publication Date
CN203383210U true CN203383210U (en) 2014-01-08

Family

ID=49871721

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320501083.3U Expired - Lifetime CN203383210U (en) 2013-08-16 2013-08-16 Static pressure pile with spiral rib strips

Country Status (1)

Country Link
CN (1) CN203383210U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104711995A (en) * 2015-03-24 2015-06-17 北京中水新能工程技术有限公司 Spiral pile anchor rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104711995A (en) * 2015-03-24 2015-06-17 北京中水新能工程技术有限公司 Spiral pile anchor rod

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140108