CN207553089U - For the connector of prefabricated pile - Google Patents
For the connector of prefabricated pile Download PDFInfo
- Publication number
- CN207553089U CN207553089U CN201721393653.6U CN201721393653U CN207553089U CN 207553089 U CN207553089 U CN 207553089U CN 201721393653 U CN201721393653 U CN 201721393653U CN 207553089 U CN207553089 U CN 207553089U
- Authority
- CN
- China
- Prior art keywords
- bar portion
- locking head
- grafting bar
- connector
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of connectors for prefabricated pile, and including connector body, the connector body includes threaded joints, grafting bar portion and locking head;The threaded joints are provided with external screw thread;The grafting bar portion is integrally cylindric in hollow reducing, and threadingly connecting portion to the direction for locking head, the diameter of hollow reducing cylinder is gradually reduced;It is described to lock the ramp-like of head;Grafting bar portion and locking head are uniformly provided with several cutting seams;Grafting bar portion and locking head adjacent form locking groove.When in use, the threaded portion of the connector is attached with being laid in the tensioning nut of prefabricated pile end, locking head is plugged in the tensioning nut of another prefabricated pile end, you can locks adjacent prefabricated pile.Speed of application is faster and quality of connection is more preferable.
Description
Technical field
The utility model belongs to pile pile field, in particular for the device of the fixed pile pile of connection.
Background technology
Pile pile has bearing capacity of single pile height, low cost and construction adaptable to the geological conditions of supporting course fluctuations
Fireballing feature, the extensive use in architectural engineering.Due to the limitation of traffic condition, the length of pile pile is generally 10 to 15
Rice, site operation often want pile extension.Existing pile extension mode mainly has end plate Jointing, is bonded pile extension and mechanical connection connects
Stake.Wherein, mechanical connection pile extension mainly using spring-gripping type connect, spring easily fails, and requirement on machining accuracy is higher, make and
The difficulty of construction compares larger.
Utility model content
In order to solve the above problem of the existing technology, a kind of connector for prefabricated pile is provided, to improve pile pile
The mechanical property that the efficiency of pile extension is connected with pile pile.
Technical solution:A kind of connector for prefabricated pile, including connector body, the connector body includes screw thread
Connecting portion, grafting bar portion and locking head;The threaded joints are provided with external screw thread;The grafting bar portion is in integrally hollow change
Diameter is cylindric, and threadingly connecting portion to the direction for locking head, the diameter of hollow reducing cylinder is gradually reduced;The locking head
It is ramp-like;Grafting bar portion and locking head are uniformly provided with several cutting seams;Grafting bar portion and locking head adjacent shape
Into locking groove.
One side according to the present utility model, the cutting seam is 3 to 8.The material of the connector body is
65Mn steel.The junction on the grafting bar portion and locking head is arc, and radius is 0.8 to 2.0mm.The threaded joints
With grafting bar portion junction with the non-threaded area that a width is 1.5 to 2.5mm.The outer diameter of one end of the grafting bar portion is 14
To 18mm, one end is 10 to 12mm.
Advantageous effect:When in use, the threaded portion of the connector is carried out with being laid in the tensioning nut of prefabricated pile end
Connection, locking head are plugged in the tensioning nut of another prefabricated pile end, you can lock adjacent prefabricated pile.Speed of application is more
Fast and quality of connection is more preferable.
Description of the drawings
Fig. 1 is the longitudinal sectional view of the utility model.
Fig. 2 is the longitudinal sectional view of another angle of the utility model.
Fig. 3 is the vertical view of the utility model.
Fig. 4 is the transverse sectional view of the utility model.
Specific embodiment
As depicted in figs. 1 and 2, the connector for prefabricated pile of the utility model, including connector body.Along connector
One end of ontology is followed successively by threaded joints 3, grafting bar portion 2 and locking head 1, three part one to the direction of the other end
Molding.In the periphery of threaded joints, external screw thread 32 is provided with, there is non-threaded area between threaded joints and grafting bar portion 2
31 .Grafting bar portion is cylindric for hollow reducing, and diameter is tapered into from threaded joints to the direction on locking head.Grafting
There are several cuttings to stitch 21 for bar portion and locking head, be divided into the identical or essentially identical multiple lists of several shape designs
Member.Head is locked in ramp shaped, in order to be plugged in nut.The adjacent for locking head and grafting bar portion forms locking groove.
Head and the shape of grafting bar portion are locked, connector integrally has there are one the locking region of wedge shape, can be with being fixed on prefabricated pile
The nut of end is locked, so as to achieve the purpose that be fixedly connected.
As shown in Figure 3 and Figure 4, cutting seam is 3 to 8, and cutting seam is 3mm wide.In this embodiment, preferably 8.Even
The material for connecing device ontology is 65Mn steel, and the steel elasticity of the model is preferable, after connector is connect with nut, grafting bar portion and locking
Head is sprung back, so as to the fixed locking of the two.The junction on grafting bar portion and locking head is arc, and radius is 0.8 to 2.0mm,
Form a wedge-shaped groove, the connection and locking even closer with attaching nut.Threaded joints and grafting bar portion junction
With the non-threaded area that a width is 1.5 to 2.5mm.The outer diameter of one end of grafting bar portion be 14 to 18mm, one end for 10 to
12mm has found that the design of the reducing ratio, compression and the effect sprung back are very good, disclosure satisfy that the need of engineering in an experiment
It will.
The preferred embodiment of the utility model, still, the utility model and unlimited are described in detail above in association with attached drawing
Detail in the above embodiment, can be to the skill of the utility model in the range of the technology design of the utility model
Art scheme carries out a variety of equivalents, these equivalents belong to the scope of protection of the utility model.
Claims (6)
1. a kind of connector for prefabricated pile, which is characterized in that including connector body, the connector body includes screw thread
Connecting portion, grafting bar portion and locking head;The threaded joints are provided with external screw thread;The grafting bar portion is in integrally hollow change
Diameter is cylindric, and threadingly connecting portion to the direction for locking head, the diameter of hollow reducing cylinder is gradually reduced;The locking head
It is ramp-like;Grafting bar portion and locking head are uniformly provided with several cutting seams;Grafting bar portion and locking head adjacent shape
Into locking groove.
2. it to be used for the connector of prefabricated pile as described in claim 1, which is characterized in that the cutting seam is 3 to 8.
3. it to be used for the connector of prefabricated pile as described in claim 1, which is characterized in that the material of the connector body is
65Mn steel.
4. it to be used for the connector of prefabricated pile as described in claim 1, which is characterized in that the grafting bar portion and locking head
Junction is arc, and radius is 0.8 to 2.0mm.
5. it to be used for the connector of prefabricated pile as described in claim 1, which is characterized in that the threaded joints and grafting bar portion
Junction has the non-threaded area that a width is 1.5 to 2.5mm.
6. it to be used for the connector of prefabricated pile as described in claim 1, which is characterized in that the outer diameter of one end of the grafting bar portion
It is 14 to 18mm, one end is 10 to 12mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721393653.6U CN207553089U (en) | 2017-10-26 | 2017-10-26 | For the connector of prefabricated pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721393653.6U CN207553089U (en) | 2017-10-26 | 2017-10-26 | For the connector of prefabricated pile |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207553089U true CN207553089U (en) | 2018-06-29 |
Family
ID=62674829
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721393653.6U Active CN207553089U (en) | 2017-10-26 | 2017-10-26 | For the connector of prefabricated pile |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207553089U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111958809A (en) * | 2020-08-20 | 2020-11-20 | 凡天建筑科技有限公司 | Method for manufacturing precast pile rod |
-
2017
- 2017-10-26 CN CN201721393653.6U patent/CN207553089U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111958809A (en) * | 2020-08-20 | 2020-11-20 | 凡天建筑科技有限公司 | Method for manufacturing precast pile rod |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203783117U (en) | Spigot-and-socket and keyway type adjustable jacking | |
CN107288671B (en) | Construction method of soft crushed coal rock mass drilling, sealing and injecting integrated extendable anchor rod | |
CN109798142B (en) | Connectable long anchor rod with yielding function | |
CN207553089U (en) | For the connector of prefabricated pile | |
CN204112606U (en) | The branch sleeve of steel concrete supporting | |
CN108797885A (en) | A kind of controllable prestressing force CLT boom plate | |
CN206816284U (en) | A kind of underground coal mine supporting anchor pole | |
CN201339316Y (en) | Falsework connecting device | |
CN204571847U (en) | The squeezed screw thread drilling tool of a kind of reducing | |
CN104695430A (en) | Automatic rapid rotation abutting joint structure of foundation pile | |
CN210421893U (en) | Bowl buckle type scaffold for bridge and culvert action | |
CN209874632U (en) | Hoop for steel pipe electric pole cross arm | |
CN201158903Y (en) | Steel strand coupling assembly | |
CN209261059U (en) | A kind of combined type undergauge reinforcing steel bar connecting sleeve tube and operating device | |
CN202591304U (en) | Shape righting aligning machine | |
CN202509760U (en) | Socket type dovetail-conical-clamping steel pipe support connector | |
CN107419853B (en) | A kind of reinforced steel bar straight thread coupling sleeve with realizing middle limiting | |
CN104674835B (en) | The automatic rapid spiral thread form docking structure of foundation pile | |
CN211622589U (en) | Shear wall end template reinforcing apparatus | |
CN202992397U (en) | Novel combined cable hanger | |
CN105526217B (en) | The safety-type direction board of wind resistance | |
CN205244060U (en) | Novel expand end crab -bolt | |
CN214353466U (en) | Composite steel member for mounting internal mixer | |
CN206053287U (en) | Novel limiting is followed closely | |
CN214033186U (en) | Railway roadbed reinforcing construction device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200318 Address after: 211500 No.9, Feiyang Road, Ma'an street, Liuhe District, Nanjing City, Jiangsu Province Patentee after: Nanjing Xupu Building Materials Technology Co., Ltd Address before: 222346, Jiangsu Province, Haizhou District, Lianyungang City, South China Town, 310 State Road on the west side of the flood gate Patentee before: JIANGSU DONGPU PILE. Co.,Ltd. |
|
TR01 | Transfer of patent right |