CN209686388U - A kind of prestressed-concrete pile point - Google Patents

A kind of prestressed-concrete pile point Download PDF

Info

Publication number
CN209686388U
CN209686388U CN201920105658.7U CN201920105658U CN209686388U CN 209686388 U CN209686388 U CN 209686388U CN 201920105658 U CN201920105658 U CN 201920105658U CN 209686388 U CN209686388 U CN 209686388U
Authority
CN
China
Prior art keywords
sword
connector
sharp
tubular pole
slot
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
CN201920105658.7U
Other languages
Chinese (zh)
Inventor
朱红吉
胡焕为
张云峰
杨福明
朱华鹏
门金森
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.)
ANHUI QIANYUAN TUBE INDUSTRY Co Ltd
Original Assignee
ANHUI QIANYUAN TUBE INDUSTRY 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 ANHUI QIANYUAN TUBE INDUSTRY Co Ltd filed Critical ANHUI QIANYUAN TUBE INDUSTRY Co Ltd
Priority to CN201920105658.7U priority Critical patent/CN209686388U/en
Application granted granted Critical
Publication of CN209686388U publication Critical patent/CN209686388U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a kind of prestressed-concrete pile points, can traditional tubular pole need to penetrate sand bed using pile top when in use, and existing tubular pole is mostly even if that column structure cooperates coupled pile top, when penetrating sand bed there is also penetration level is inadequate, the problem of laborious situation of driving piles.Including connector, sharp body and pointed drill, the connector bottom is connected with sharp body, the point body bottom is connected with pointed drill, tubular pole is connected at the top of the connector, several equally distributed preformed holes are provided on the point body side wall, a sword slot is provided with above each preformed hole, sharp sword is installed inside the sword slot, the point sword bottom end is equipped with shaft, interface channel is respectively provided with inside each sword slot, several auxiliary bars are connected at the top of the connector, the auxiliary bar, which is worn, to be connected to inside tubular pole, the auxiliary bar side is provided with steel wire, the steel wire is located inside tubular pole and is connected to inside connector.

Description

A kind of prestressed-concrete pile point
Technical field
The utility model relates to a kind of pile top, specially a kind of prestressed-concrete pile point.
Background technique
Tubular pole full name prestressed concrete pipe pile, prestressed concrete pipe pile amount is applied to Railway System, and is expanded to work The fields such as industry and civil buildings, municipal administration, metallurgy, harbour, highway.In Yangtze River Delta and Delta of Pearl River, due to geology Condition is suitble to the handling characteristics of tubular pole, and the demand of tubular pole surges, to quickly form an emerging industry.Tubular pole is using When need to penetrate sand bed using pile top, even and if existing tubular pole is mostly that column structure cooperates coupled pile top, penetrating It is inadequate that there is also penetration levels when sand bed, laborious situation of driving piles.
Utility model content
The purpose of this utility model is to provide a kind of prestressed-concrete pile points, can solve traditional tubular pole and are using When need to penetrate sand bed using pile top, even and if existing tubular pole is mostly that column structure cooperates coupled pile top, penetrating The problem of it is inadequate that there is also penetration levels when sand bed, laborious situation of driving piles.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of prestressed-concrete pile point, including connector, sharp body and pointed drill, the connector bottom are connected with sharp body, institute It states sharp body bottom and is connected with pointed drill, tubular pole is connected at the top of the connector, several is provided on the point body side wall and uniformly divides The preformed hole of cloth, each preformed hole top are provided with a sword slot, and sharp sword, the point sword are equipped with inside the sword slot Bottom end is equipped with shaft, and interface channel is respectively provided with inside each sword slot, is connected with several auxiliary steel at the top of the connector Muscle, the auxiliary bar, which is worn, to be connected to inside tubular pole, and the auxiliary bar side is provided with steel wire, and the steel wire is located inside tubular pole And it is connected to inside connector, the steel wire bottom end is connected with the auxiliary strengthening tendons inside the sharp body, the auxiliary strengthening tendons bottom end It imports inside pointed drill.
Preferably, the sharp body and pointed drill are pyramidal structure.
Preferably, the specification of the sharp sword is adapted with sword slot, and sharp sword passes through between shaft and sword slot inner wall in activity Connection.
Preferably, the preformed hole is in the ellipsoidal structure of indent, and logical by connection between the sword slot and preformed hole Road is connected.
Preferably, pile top is connected by the auxiliary bar and steel wire with tubular pole, and the auxiliary strengthening tendons divide connector and pointed drill It is not connected to sharp body both ends.
The utility model has the beneficial effects that in piling, tubular pole catches a packet between pile top and tubular pole when being used cooperatively When power, sand bed is penetrated using the pointed drill of pile top, the presence of preformed hole, so that pile top is before structure bearing load, in advance to it Apply pressure, so that its concrete in tension zone internal force in outer load action is generated compression, to offset or reduce external load The tensile stress of generation, makes structure not generate crack in the condition of normal use, avoids damaging;
It is opened up due to opening up several equally distributed preformed holes on sharp body outer wall, and above each preformed hole One sword slot offers interface channel between sword slot and preformed hole, be respectively mounted sharp sword inside each sword slot, the sword of sharp sword outwardly, So that into the sandy soil inside preformed hole from interface channel is squeezed into squeeze out sharp sword inside sword slot, after sharp sword is extruded its Sword plays the role of that pile top is assisted to penetrate sand bed, so that lighter when piling;
Since pile top is connected by auxiliary bar and steel wire with tubular pole, connector and pointed drill are connected to sharp body by auxiliary strengthening tendons Both ends, so that the connection between tubular pole and pile top is more firm, and the integral strength of pile top is more preferably.
Detailed description of the invention
In order to facilitate the understanding of those skilled in the art, the utility model will be further described below with reference to the accompanying drawings.
Fig. 1 is the utility model overall structure diagram;
Fig. 2 is the structural schematic diagram after the utility model is connect with tubular pole;
Fig. 3 is the sectional view of the utility model Fig. 2;
In figure: 1, connector;2, sharp body;3, pointed drill;4, preformed hole;5, sharp sword;6, auxiliary bar;7, tubular pole;8, sword slot;9, Steel wire;10, auxiliary strengthening tendons;11, interface channel;12, shaft.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with embodiment, it is clear that described Embodiment be only the utility model a part of the embodiment, instead of all the embodiments.Based on the reality in the utility model Example is applied, all other embodiment obtained by those of ordinary skill in the art without making creative efforts all belongs to In the range of the utility model protection.
It please refers to shown in Fig. 1-3, a kind of prestressed-concrete pile point, including connector 1, sharp body 2 and pointed drill 3,1 bottom of connector Portion is connected with sharp body 2, and sharp 2 bottom of body is connected with pointed drill 3, and tubular pole 7 is connected at the top of connector 1, is provided on sharp 2 side wall of body several A equally distributed preformed hole 4 is provided with a sword slot 8 above each preformed hole 4, sharp sword 5 is equipped with inside sword slot 8, point 5 bottom end of sword is equipped with shaft 12, and interface channel 11 is respectively provided with inside each sword slot 8, and several auxiliary steel are connected at the top of connector 1 Muscle 6, auxiliary bar 6, which is worn, to be connected to inside tubular pole 7, and 6 side of auxiliary bar is provided with steel wire 9, steel wire 9 be located at 7 inside of tubular pole and It is connected to inside connector 1,9 bottom end of steel wire is connected with the auxiliary strengthening tendons 10 being located inside sharp body 2, and auxiliary 10 bottom end of strengthening tendons imports pointed drill 3 It is internal.
Sharp body 2 and pointed drill 3 are pyramidal structure, so that pile top is more easier to penetrate sand when cooperating tubular pole to be driven piles Layer.
The specification of sharp sword 5 is adapted with sword slot 8, and sharp sword 5 is between 8 inner wall of shaft 12 and sword slot by being movably connected, Enabling sharp sword 5 in pile top, sharp sword 5 is incorporated in inside sword slot 8 when not in use, to effectively avoid the sharp leakage of sword 5 bring Security risk.
Preformed hole 4 is in the ellipsoidal structure of indent, and is connected between sword slot 8 and preformed hole 4 by interface channel 11, is made The sandy soil entered inside preformed hole 4 are obtained from interface channel 11 is squeezed into squeeze out sharp sword 5 inside sword slot 8, sharp sword 5 is extruded Its sword plays the role of that pile top is assisted to penetrate sand bed afterwards, so that it is lighter to penetrate sand bed when piling.
Pile top is connected by auxiliary bar 6 and steel wire 9 with tubular pole 7, and connector 1 and pointed drill 3 are connected to by auxiliary strengthening tendons 10 Sharp 2 both ends of body, so that the connection between tubular pole 7 and pile top is more firm, and the integral strength of pile top is more preferably.
When the utility model is used, pile top is made of 3 three connector 1, sharp body 2 and pointed drill parts, connector 1 and point It bores 3 and is located at the both ends of sharp body 2, firstly, opening up several equally distributed preformed holes 4 on sharp 2 outer wall of body, and every A 4 top of preformed hole opens up a sword slot 8, interface channel 11 is offered between sword slot 8 and preformed hole 4, then in each sword Sharp sword 5 is respectively mounted inside slot 8, the sword of sharp sword 5 outwardly, finally, will utilize concrete setting whole at one between pile top and tubular pole 7 Body.Between pile top and tubular pole 7 with the use of when, piling when tubular pole 7 catch a packet power when, penetrated using the pointed drill 3 of pile top Sand bed, the presence of preformed hole 4 make it in external load so that pile top applies pressure to it in advance before structure bearing load The concrete in tension zone internal force of used time generates compression, to offset or reduce the tensile stress of external load generation, makes structure just Crack is not generated in the case where being often used, avoids damaging, and due to the presence of interface channel 11, so that into preformed hole 4 The sandy soil in portion inside sword slot 8 from interface channel 11 is squeezed into so that squeeze out sharp sword 5, its sword plays auxiliary after sharp sword 5 is extruded Pile top penetrates the effect of sand bed, so that it is lighter to penetrate sand bed when piling.
The preferred embodiment in the utility model disclosed above is only intended to help to illustrate the utility model.Preferred embodiment is simultaneously There is no the details that detailed descriptionthe is all, also not limiting the utility model is only the specific embodiment.Obviously, according to this theory The content of bright book can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably The principles of the present invention and practical application are explained, so that skilled artisan be enable to better understand and utilize this Utility model.The utility model is limited only by the claims and their full scope and equivalents.

Claims (5)

1. a kind of prestressed-concrete pile point, including connector (1), sharp body (2) and pointed drill (3), which is characterized in that the connector (1) bottom is connected with sharp body (2), and described point body (2) bottom is connected with pointed drill (3), is connected with tubular pole at the top of the connector (1) (7), several equally distributed preformed holes (4) are provided on described sharp body (2) side wall, each preformed hole (4) top is It is provided with a sword slot (8), is equipped with sharp sword (5) inside the sword slot (8), described point sword (5) bottom end is equipped with shaft (12), It is respectively provided with interface channel (11) inside each sword slot (8), is connected with several auxiliary bars (6) at the top of the connector (1), The auxiliary bar (6), which is worn, is connected to tubular pole (7) inside, and auxiliary bar (6) side is provided with steel wire (9), the steel wire (9) Positioned at tubular pole (7) inside and it is connected to connector (1) inside, steel wire (9) bottom end is connected with internal positioned at the sharp body (2) Auxiliary strengthening tendons (10), it is internal that auxiliary strengthening tendons (10) bottom end imports pointed drill (3).
2. a kind of prestressed-concrete pile point according to claim 1, which is characterized in that the point body (2) and pointed drill It (3) is pyramidal structure.
3. a kind of prestressed-concrete pile point according to claim 1, which is characterized in that the specification of the point sword (5) with Sword slot (8) is adapted, and sharp sword (5) between shaft (12) and sword slot (8) inner wall by being movably connected.
4. a kind of prestressed-concrete pile point according to claim 1, which is characterized in that the preformed hole (4) is in indent Ellipsoidal structure, and be connected between the sword slot (8) and preformed hole (4) by interface channel (11).
5. a kind of prestressed-concrete pile point according to claim 1, which is characterized in that the auxiliary bar (6) and steel Pile top is connected by line (9) with tubular pole (7), and connector (1) and pointed drill (3) is connected to sharp body (2) by the auxiliary strengthening tendons (10) Both ends.
CN201920105658.7U 2019-01-22 2019-01-22 A kind of prestressed-concrete pile point Expired - Fee Related CN209686388U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920105658.7U CN209686388U (en) 2019-01-22 2019-01-22 A kind of prestressed-concrete pile point

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920105658.7U CN209686388U (en) 2019-01-22 2019-01-22 A kind of prestressed-concrete pile point

Publications (1)

Publication Number Publication Date
CN209686388U true CN209686388U (en) 2019-11-26

Family

ID=68599745

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920105658.7U Expired - Fee Related CN209686388U (en) 2019-01-22 2019-01-22 A kind of prestressed-concrete pile point

Country Status (1)

Country Link
CN (1) CN209686388U (en)

Similar Documents

Publication Publication Date Title
CN201686986U (en) Pre-stressed anchor bar with detachable main bar
CN104074190A (en) Secondary high-pressure grouting expansion bit anchor rod and construction method thereof
CN109577992A (en) A kind of seabed tunnel combined casting determination method for parameter and system
CN104895073A (en) Anchor rope construction system capable of being disassembled for many times and construction method thereof
CN103758125A (en) Squeezing lock head spring bearing plate stress dispersing type large-tonnage expanding head anchor cable
CN203188207U (en) Anchor rod with end portions capable of being expanded
CN209686388U (en) A kind of prestressed-concrete pile point
CN207846457U (en) The ductility connecting structure of assembled vertical member and basis
CN207121896U (en) Precast hollow uplift pile
CN205954623U (en) Durable type prestressed anchorage cable suitable for pass through broken rock stratum
CN203821388U (en) Internal supporting expansion type anchor rod
CN207619975U (en) A kind of prefabricated steel-pipe pile of Novel variable-section
CN206070373U (en) A kind of bridge construction reinforcing anchor pole
CN204940273U (en) A kind of Prestressed anchor rope with pressure dispersing construction equipment
CN108179743A (en) A kind of synchronous grouting pile for prestressed pipe and construction method
CN207538032U (en) Perceive anchor pole
CN102587370B (en) Serially anchorable anchor and uses thereof
CN202124857U (en) Splitting pile
CN206157729U (en) Pocket type reinforcing bar enlarged footing anchor rope or stock
CN107227745A (en) A kind of group's anchor cable mat foundation of power transmission tower
CN201801862U (en) Anchoring piece provided with bushing
CN206581264U (en) A kind of reducing multinode churning anti-float anchor rod
CN203701090U (en) Extrusion lock spring bearing plate stress dispersion type large-tonnage expansion head anchor cable
CN209211438U (en) A kind of oblique Composite Bolt pile driving construction novel device of ultra-deep
CN100482897C (en) Self-expanding herringbone pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191126

Termination date: 20210122

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