CN205329677U - Solid precast pile structure of enhancement mode - Google Patents

Solid precast pile structure of enhancement mode Download PDF

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Publication number
CN205329677U
CN205329677U CN201521097808.2U CN201521097808U CN205329677U CN 205329677 U CN205329677 U CN 205329677U CN 201521097808 U CN201521097808 U CN 201521097808U CN 205329677 U CN205329677 U CN 205329677U
Authority
CN
China
Prior art keywords
pile
pile body
enhancement mode
solid
prefabricated pile
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
CN201521097808.2U
Other languages
Chinese (zh)
Inventor
徐建军
杨慧文
王端详
王振玉
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.)
The soup was building materials (Suzhou) Co., Ltd. Jianhua
Original Assignee
SUZHOU TANGSHI JIANHUA CONCRETE PILE 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 SUZHOU TANGSHI JIANHUA CONCRETE PILE Co Ltd filed Critical SUZHOU TANGSHI JIANHUA CONCRETE PILE Co Ltd
Priority to CN201521097808.2U priority Critical patent/CN205329677U/en
Application granted granted Critical
Publication of CN205329677U publication Critical patent/CN205329677U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a solid precast pile structure of enhancement mode, through one serving and preset the connecting hole with the basis is connected on the pile body, precast pile and basic effective the connection can be realized to the peripheral pre -buried reinforcing bar that has of connecting hole on the basis of not break the stake. And the size of pre -buried length and the quantity control connection's of reinforcing bar intensity is adjusted to the accessible, satisfies the construction needs of any engineering. In addition, the precast pile is variable cross -section structure, through adopting different pile body cross -sections, can improve the frictional force of the pile body and the soil body by a wide margin, has strengthened the vertical withdrawal resistance of pile body.

Description

A kind of solid prefabricated pile structure of enhancement mode
Technical field
This utility model belongs to prefabricated pile structure-design technique field, is specifically related to a kind of solid prefabricated pile structure of enhancement mode。
Background technology
The various materials that the tangible factory of prefabricated pile or job site are made, various forms of stake, squeeze into stake with sinking apparatus, be pressed into or shake in burying。The realm of building construction adopts more prefabricated pile to be mainly concrete precast pile and the big class of piling bar two, concrete precast pile can bear bigger load, firm durable, speed of application is fast, being one of Chinese wide variety of pile-type, conventional has concrete solid square pile and hollow tubular piles of prestressed concrete。
Solid square pile does not have endoporus because of its prefabricated pile, it does not have way carries out filling out core and connects basis。Basic method of attachment in the market is generally two kinds: the first is broken pile, adopts the reinforcing bar connecting prefabricated pile to be attached, and there is broken pile operation trouble, the problems such as cost is higher。The second is exactly that the end plate being directly welded at prefabricated pile is attached, and which exists the welding quality risk connected, and the power that there is welding can not meet the technical problems such as requirement。
Therefore, in view of this, it is necessary to propose a kind of prefabricated pile structure, can not carry out on the basis of broken pile, it is achieved prefabricated pile is effectively connected with basis, and can control the size of the intensity connected, and meets the construction needs of any engineering。
Utility model content
In view of this, this utility model provides a kind of solid prefabricated pile structure of enhancement mode, it is preset with connecting hole by one end of being connected with basis on pile body, connecting hole periphery is embedded with reinforcing bar, can not carry out on the basis of broken pile, realize prefabricated pile to be connected with the effective of basis, and the size of the intensity connected can be controlled by the pre-buried length and quantity regulating reinforcing bar, meet the construction needs of any engineering。
According to the solid prefabricated pile structure of a kind of enhancement mode that the purpose of this utility model proposes, described prefabricated pile includes pile body and is fixedly installed on the end plate at pile body two ends, described pile body is solid construction, the one end being connected with basis on described pile body is preset with connecting hole, described connecting hole week, pile body centerline parallel in edge was embedded with reinforcing bar, foundation platform reinforcing bar stretch into be connected with embedded bar in this connecting hole fixing。
Preferably, described pile body adopts variable section structure。
Preferably, described pile body includes wide section and narrow section, described wide section and the alternate setting successively of narrow section。
Preferably, described wide section is intersegmental for surface blending with narrow cross section。
Preferably, described embedded bar is arranged at pile body middle position, and is the multiple of annular spread centered by pile body centrage。
Preferably, during moulding prefabricated stake, in the inner ring that described embedded bar is defined, it is filled with detachable implant。
Preferably, described embedded bar and the two-sided full weld of end plate are fixed。
Preferably, described end plate edge is provided with chamfering。
The utility model discloses a kind of solid prefabricated pile structure of enhancement mode, be preset with connecting hole by one end of being connected with basis on pile body, connecting hole periphery is embedded with reinforcing bar, can not carry out on the basis of broken pile, it is achieved prefabricated pile effective is connected with basic。
And can pass through to regulate the size of the intensity of the pre-buried length of reinforcing bar and quantity control connection, meet the construction needs of any engineering。
Additionally, prefabricated pile is variable section structure, by adopting different pile body cross sections, the frictional force of pile body and the soil body can be greatly improved, enhance the vertically pulling-resistant power of pile body。
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings。
Fig. 1 is the structural representation of prefabricated pile。
Fig. 2 is A-A direction view。
Fig. 3 is B-B direction view。
Fig. 4 is that prefabricated pile is connected figure with basis。
The title of the numeral in figure or the corresponding component representated by letter:
1, pile body 2, end plate 3, connecting hole 4, implant 5, embedded bar 6, foundation platform 7, foundation platform reinforcing bar
Detailed description of the invention
Solid square pile of the prior art does not have endoporus because of its prefabricated pile, it does not have way carries out filling out core and connects basis。Basic method of attachment in the market is generally two kinds: the first is broken pile, adopts the reinforcing bar connecting prefabricated pile to be attached, and there is broken pile operation trouble, the problems such as cost is higher。The second is exactly that the end plate being directly welded at prefabricated pile is attached, and which exists the welding quality risk connected, and the power that there is welding can not meet the technical problems such as requirement。
This utility model is for the deficiencies in the prior art, provide a kind of solid prefabricated pile structure of enhancement mode, it is preset with connecting hole by one end of being connected with basis on pile body, connecting hole periphery is embedded with reinforcing bar, can not carry out on the basis of broken pile, realize prefabricated pile to be connected with the effective of basis, and the size of the intensity connected can be controlled by the pre-buried length and quantity regulating reinforcing bar, meet the construction needs of any engineering。
Following by detailed description of the invention, the technical solution of the utility model is clearly and completely described。Obviously, described embodiment is only a part of embodiment of this utility model, rather than whole embodiments。Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection。
Refer to Fig. 1 to Fig. 3, as shown in the figure, a kind of solid prefabricated pile structure of enhancement mode, prefabricated pile includes pile body 1 and the end plate 2 at 1 two ends that are fixedly installed on pile body, pile body 1 is solid construction, being preset with connecting hole 3 with basis on the one end being connected on pile body 1,3 weeks edge pile body centerline parallel of connecting hole are embedded with reinforcing bar, and foundation platform reinforcing bar 7 stretches into be connected with embedded bar 5 in this connecting hole and fixes。
Wherein, this connecting hole is for be formed by pre-filled implant 4 when moulding prefabricated stake。
Pile body adopts variable section structure。Pile body includes wide section and narrow section, wide section and the alternate setting successively of narrow section。And the size in cross section can be also multiple, specifically do not limit。
Prefabricated pile is variable section structure, by adopting different pile body cross sections, the frictional force of pile body and the soil body can be greatly improved, and enhances the vertically pulling-resistant power of pile body。
Wide section is intersegmental for surface blending with narrow cross section。Can be also the forms such as chamfered transition, specifically not limit。
Embedded bar 5 is arranged at pile body 1 middle position, and is the multiple of annular spread centered by pile body 1 centrage。Multiple embedded bars are uniformly distributed, it is ensured that the reliability of connection and stability。
During moulding prefabricated stake, in the inner ring that embedded bar is defined, it is filled with detachable implant。By arranging implant to prepare above-mentioned connecting hole。
Embedded bar and the two-sided full weld of end plate are fixed, and improve connective stability。
End plate edge is provided with chamfering。
Referring to Fig. 4, a kind of solid prefabricated pile of enhancement mode is connected fixing means with basis, and prefabricated pile adopts the solid prefabricated pile structure of enhancement mode, and concrete Connection Step is as follows:
S1: moulding prefabricated stake, and the reinforcing bar that the pre-buried connection of one end center position being connected with basis at prefabricated pile is fixed, be filled with the inner ring that embedded bar is defined simultaneously;
S2: take out implant after prefabricated pile molding, form connecting hole, exposes anchor bar, and fixes welded end plate at the two ends of prefabricated pile;
S3: during connection, the end of prefabricated pile is positioned at foundation platform and fixes, and foundation platform reinforcing bar stretches in connecting hole and welds with embedded bar simultaneously, it is achieved prefabricated pile is fixed with basic connection。
The utility model discloses a kind of solid prefabricated pile structure of enhancement mode, be preset with connecting hole by one end of being connected with basis on pile body, connecting hole periphery is embedded with reinforcing bar, can not carry out on the basis of broken pile, it is achieved prefabricated pile effective is connected with basic。
And can pass through to regulate the size of the intensity of the pre-buried length of reinforcing bar and quantity control connection, meet the construction needs of any engineering。
Additionally, prefabricated pile is variable section structure, by adopting different pile body cross sections, the frictional force of pile body and the soil body can be greatly improved, enhance the vertically pulling-resistant power of pile body。
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses this utility model。The multiple amendment of these embodiments be will be apparent from for those skilled in the art, and generic principles defined herein when without departing from spirit or scope of the present utility model, can realize in other embodiments。Therefore, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to the widest scope consistent with principles disclosed herein and features of novelty。

Claims (8)

1. the solid prefabricated pile structure of enhancement mode, described prefabricated pile includes pile body and is fixedly installed on the end plate at pile body two ends, described pile body is solid construction, it is characterized in that, the one end being connected with basis on described pile body is preset with connecting hole, described connecting hole week, pile body centerline parallel in edge was embedded with reinforcing bar, foundation platform reinforcing bar stretch into be connected with embedded bar in this connecting hole fixing。
2. the solid prefabricated pile structure of enhancement mode according to claim 1, it is characterised in that described pile body adopts variable section structure。
3. the solid prefabricated pile structure of enhancement mode according to claim 2, it is characterised in that described pile body includes wide section and narrow section, described wide section and the alternate setting successively of narrow section。
4. the solid prefabricated pile structure of enhancement mode according to claim 3, it is characterised in that described wide section is intersegmental for surface blending with narrow cross section。
5. the solid prefabricated pile structure of enhancement mode according to claim 1, it is characterised in that described embedded bar is arranged at pile body middle position, and is the multiple of annular spread centered by pile body centrage。
6. the solid prefabricated pile structure of enhancement mode according to claim 1, it is characterised in that during moulding prefabricated stake, is filled with detachable implant in the inner ring that described embedded bar is defined。
7. the solid prefabricated pile structure of enhancement mode according to claim 1, it is characterised in that described embedded bar and the two-sided full weld of end plate are fixed。
8. the solid prefabricated pile structure of enhancement mode according to claim 1, it is characterised in that described end plate edge is provided with chamfering。
CN201521097808.2U 2015-12-25 2015-12-25 Solid precast pile structure of enhancement mode Expired - Fee Related CN205329677U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521097808.2U CN205329677U (en) 2015-12-25 2015-12-25 Solid precast pile structure of enhancement mode

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521097808.2U CN205329677U (en) 2015-12-25 2015-12-25 Solid precast pile structure of enhancement mode

Publications (1)

Publication Number Publication Date
CN205329677U true CN205329677U (en) 2016-06-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521097808.2U Expired - Fee Related CN205329677U (en) 2015-12-25 2015-12-25 Solid precast pile structure of enhancement mode

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464073A (en) * 2015-12-25 2016-04-06 苏州汤始建华管桩有限公司 Enhanced solid preformed pile structure and method for connecting and fixing enhanced solid preformed pile structure and foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464073A (en) * 2015-12-25 2016-04-06 苏州汤始建华管桩有限公司 Enhanced solid preformed pile structure and method for connecting and fixing enhanced solid preformed pile structure and foundation

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP03 Change of name, title or address

Address after: 215127 No. 2 Xingguo Road, South Wing Tai bridge, Luzhi Town, Suzhou, Jiangsu, Wuzhong District

Patentee after: The soup was building materials (Suzhou) Co., Ltd. Jianhua

Address before: 215000 Suzhou City, Wuzhong District Province, Luzhi Town, the south side of the bridge on the south side of Xingguo Road, No. 2, No.

Patentee before: SUZHOU TANGSHI JIANHUA CONCRETE PILE CO., LTD.

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

Granted publication date: 20160622

Termination date: 20201225

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