CN106049490B - Hafu-type connector and pile body connection structure - Google Patents
Hafu-type connector and pile body connection structure Download PDFInfo
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- CN106049490B CN106049490B CN201610574428.6A CN201610574428A CN106049490B CN 106049490 B CN106049490 B CN 106049490B CN 201610574428 A CN201610574428 A CN 201610574428A CN 106049490 B CN106049490 B CN 106049490B
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- pile body
- clamping
- hough
- hafu
- pile
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 35
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000003032 molecular docking Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003801 milling Methods 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
Abstract
The invention belongs to technical field of buildings, it is related to a kind of Hafu-type connector and pile body connection structure.It solves prior art construction complexity, connects insecure technical problem.It includes several Hough parts that can be interconnected to form ring structure, the Hough part has clamping chamber, after the fitting of two adjacent pile body ends, the clamping chamber of each Hough part can be fastened on the end of two pile bodies and be clamped the two sides of chamber and be bonded respectively on the outside of the end of two pile bodies, the head and the tail interconnection of several Hough parts make Hough part realized with pile body connect and fix and at least there are two be fixedly connected with fastener between Hough part.Structure of the invention is easy for installation, connection is reliable, and the clearance requirement and pile body axial tension bearing capacity when connection can satisfy building trade standard.
Description
Technical field
The invention belongs to technical field of buildings, it is related to a kind of Hafu-type connector and pile body connection structure.
Background technique
Connector is to realize the structure connected between two objects, and the applicant is in a kind of prefabricated structure of patent applied before
Part connector and the precast concrete docking structure being made of it [application number: 201020550659.1], including small nut, are inserted
Bar, mesoporous nut, big nut, big nut bottom are provided with hole, and the heading of rod iron is stuck in it, and spring is located in big nut and spring
One end is touched with heading, the other end is touched with seperated retainer ring, and the mesoporous nut is screwed in big nut, wherein under mesoporous nut
End is resilient cooperation with seperated retainer ring, and the cap edge of mesoporous nut is connected to big nut end face;The inserted link is by plug, slotting neck and inserts
The integral structure that junctor is constituted, the plug bottom area of a circle, which is greater than to be integrated with slotting neck diameter and form ring in plug bottom, to be inserted
Neck chuck;The inserted link grafting body is screwed on small nut.
Above scheme is first is that make to hale intensity considerably more than international standard between plug connector;Second is that fundamentally solving
It has determined interfacing part disrepair phenomenon;Third is that thoroughly solving the sealing problem of plug connector, it is ensured that grafting between prefabricated components and prefabricated components
The reliability of connection, it is ensured that the reliability of building constructions ground.But there is also some shortcomingss for above scheme, for example are connecting
In the process, seperated retainer ring provides support by spring, when the seperated retainer ring of inserted link insertion exerts oneself excessive or fast speed, seperated retainer ring
It is easily separated from mesoporous nut, leads to connection failure.Above scheme slightly shows cumbersome the step of installing seperated retainer ring on spring, to existing
The staff of field operation needs just to be able to achieve installation by special training.
Summary of the invention
Regarding the issue above, the present invention provides a kind of structure is simple, the reliable Hafu-type connector of connection.
It is a further object of the present invention to provide a kind of Hafu-type pile body connection structures.
In order to achieve the above objectives, present invention employs following technical proposals: a kind of Hafu-type connector, including several energy phases
It connecting to form the Hough part of ring structure, the Hough part has clamping chamber, after the fitting of two adjacent pile body ends,
The clamping chamber of each Hough part can be fastened on the end of two pile bodies and be clamped the two sides of the chamber end with two pile bodies respectively
Outside fitting, the head and the tail interconnection of several Hough parts makes Hough part and pile body realization connects and fixes and at least there are two Hough parts
Between be fixedly connected with fastener.
In above-mentioned Hafu-type connector, the clamping chamber includes pedestal and the clamping wall positioned at pedestal two sides, institute
The angle between clamping wall and pedestal stated is obtuse angle, when clamping chamber snaps on the end of two adjacent pile bodies, each
Clamping wall is adjacent to on the outside of the end of a pile body respectively, and when fastener connects two Hough parts, pedestal is to close to pile body
End direction is mobile to which the ring structure for forming several Hough parts is set on the end of two pile bodies and makes two pile bodies
It achieves a fixed connection.
In above-mentioned Hafu-type connector, the angle between the clamping wall and pedestal is between 100-130 °.
In above-mentioned Hafu-type connector, the angle between clamping wall and the pedestal is 105 °.
In above-mentioned Hafu-type connector, the depth of clamping chamber and the thickness ratio of Hough part are 0.2-0.8:1.
A kind of Hafu-type pile body connection structure having used above-mentioned Hafu-type connector, the end of pile body radially expands
Clamping platform is formed, the clamping platform of two adjacent pile bodies snaps onto clamping after being bonded to each other intracavitary.
In above-mentioned Hafu-type pile body connection structure, outside and the clamping cavity wall of the clamping platform are adjacent to.
In above-mentioned Hafu-type pile body connection structure, the clamping platform has the slope surface to match with clamping chamber, institute
The clamping platform stated is fixedly connected with the intracorporal axial main reinforcement of stake.
In above-mentioned Hafu-type pile body connection structure, angle between the slope surface and horizontal plane 100-130 ° it
Between.
In above-mentioned Hafu-type pile body connection structure, the angle between the slope surface and horizontal plane is 105 °.
Compared with the prior art, the advantages of the present invention are as follows: 1, Hafu-type connector, which eliminate, carries out axis to snap ring assemblies
To the spring of positioning, structure is simpler, installation is more convenient, and snap ring assemblies are not present and are detached from intermediate nut in connection procedure
Problem, the reliability connected between pile body are higher.2, the connection of pile body connection structure is reliable, and intensity is high, clearance requirement when connection
It can satisfy building trade standard with pile body axial tension bearing capacity.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Hafu-type connector;
Fig. 2 is another structural schematic diagram of Hafu-type connector;
Fig. 3 is the A-A cross-sectional view of Fig. 1;
Fig. 4 is another structural schematic diagram of Hafu-type connector;
Fig. 5 is the schematic diagram of internal structure of Fig. 4;
Fig. 6 is another structural schematic diagram of Hafu-type connector;
Fig. 7 is the schematic diagram of internal structure of Fig. 6;
Fig. 8 is the structural schematic diagram of Hafu-type pile body connection structure;
Fig. 9 is another structural schematic diagram of Hafu-type pile body connection structure;
Figure 10 is enlarged drawing at the B of Fig. 9.
In figure: Hough part 1, link block 1a, relief hole 1b, connection through-hole 1c, bolt hole 1d, clamping chamber 2, fastener 3, bottom
Seat 4, clamping wall 5, pile body 6, clamping platform 7, slope surface 8.
Specific embodiment
The present invention will be further described in detail with reference to the accompanying drawings and detailed description.
Embodiment 1
As shown in figures 1 and 3, a kind of Hafu-type connector, including several Houghs that can be interconnected to form ring structure
Part 1, the Hough part 1 have clamping chamber 2, after the fitting of two adjacent pile body ends, the clamping chamber 2 of each Hough part 1
It can be fastened on the end of two pile bodies and the two sides for being clamped chamber 2 are bonded on the outside of the end of two pile bodies respectively, several Houghs
The head and the tail interconnection of part 1 makes Hough part 1 and pile body realization connects and fixes and at least there are two fastener 3 is used between Hough part 1
It is fixedly connected.In Fig. 1, there are two Hough parts 1, semicircular in shape, and the both ends of each Hough part 1 are respectively provided with a link block
1a, two Hough parts 1 are opposite, and link block 1a is corresponded to each other, and fastener 3 is arranged on link block 1a, and the two of a Hough part 1
End is realized by fastener 3 with the both ends of another Hough part 1 be removably fixedly connected respectively, in the present embodiment, fastens
Part 3 is bolt assembly, is equipped with internal screw thread in link block 1a.
As shown in Fig. 2, there are two Hough parts 1 and connecting in a ring, two 1 one end of Hough part are hinged, other end fastening
Part 3 is fixedly connected.
As shown in Figure 4 and Figure 5,31 head and the tail of Hough part are interconnected to form ring structure, and each 1 one end of Hough part has
Internal screw thread also can be set in relief hole 1b, relief hole 1b connection connection through-hole 1c, connection through-hole 1c, and 1 other end of Hough part has
Bolt hole 1d, fastener 3 or bolt can be threaded into from the 1b of the resigning of one of Hough part 1 hole along connection through-hole 1c another
In the bolt hole 1d of a Hough part 1, so that 3 Hough parts 1 be made mutually to be fixedly connected from beginning to end.
As shown in Figure 6 and Figure 7,21 head and the tail of Hough part are interconnected to form ring structure, and the two of one of Hough part 1
End is respectively provided with relief hole 1b, relief hole 1b connection connection through-hole 1c, another 1 both ends of Hough part is respectively provided with bolt hole 1d,
Its connection type is same as shown in Figure 4.It will be appreciated by those skilled in the art that Hafu-type connector shown in fig. 6 can also be
Another structure is formed by connecting by two identical Hough parts 1, each 1 one end of Hough part has relief hole 1b, is stepped down
Internal screw thread also can be set in hole 1b connection connection through-hole 1c, connection through-hole 1c, and 1 other end of Hough part has bolt hole 1d.
In conjunction with shown in Fig. 3 and Figure 10, clamping chamber 2 includes pedestal 4 and the clamping wall 5 positioned at 4 two sides of pedestal, the clamping
Angle between wall 5 and pedestal 4 is obtuse angle, when clamping chamber 2 snaps on the end of two adjacent pile bodies, each clamping wall
5 are adjacent to on the outside of the end of pile body respectively, and when fastener 3 connects two Hough parts 1, pedestal 4 is to the end close to pile body
Portion direction is mobile to which the ring structure for forming several Hough parts 1 is set on the end of two pile bodies and makes two pile body realities
Now it is fixedly connected.
The angle between wall 5 and pedestal 4 is clamped between 100-130 °.Preferred embodiment is clamped between wall 5 and pedestal 4
Angle is 105 °.The thickness ratio of the depth and Hough part 1 that are clamped chamber 2 is 0.2-0.8:1, preferably 0.4-0.6:1, at this
Under ratio, it is clamped the intensity highest of chamber 2.
In conjunction with shown in Fig. 9 and Figure 10, this Hafu-type connector is used suitable for the quick connection between pile body in Hough part 1
In 3 fastener cycle of fastener, clamping chamber 2 is persistently embedded into the clamping platform 7 of pile body 6, the company between Hough part 1 and clamping platform 7
Connecing the more to receive the more tight, and the junction of two pile bodies 6 does not have gap, and this connection type keeps the different formation of pile body 6 one whole
Body, to improve the effect of bending resistance, resistance to plucking.
Embodiment 2
As shown in figure 8, a kind of Hafu-type pile body connection structure for having used Hafu-type connector described in embodiment 1, stake
The end of body 6, which radially expands, forms clamping platform 7, and the clamping platform 7 of two adjacent pile bodies 6 snaps onto clamping chamber after being bonded to each other
In 2, outside and clamping 2 inner wall of chamber of clamping platform 7 are adjacent to.
Specifically, clamping platform 7 has the slope surface 8 to match with clamping chamber 2, the axis in the clamping platform 7 and pile body 6
It is fixedly connected to main reinforcement.Angle between slope surface 8 and horizontal plane is between 100-130 °.Preferred embodiment, slope surface 8 and horizontal plane it
Between angle be 105 °.
In conjunction with shown in Fig. 3 and Figure 10, clamping chamber 2 includes pedestal 4 and the clamping wall 5 positioned at 4 two sides of pedestal, the clamping
Angle between wall 5 and pedestal 4 is obtuse angle, when be clamped chamber 2 be caught in clamping platform 7 when, each clamping wall 5 respectively with a pile body
Clamping platform 7 on the outside of be adjacent to, when fastener 3 connects two Hough parts 1, pedestal 4 to the direction close to clamping platform 7 it is mobile to
The ring structure for forming several Hough parts 1 is set in the clamping platform 7 of two pile bodies 6 and two pile bodies 6 is made to realize fixed connect
It connects.
The angle between wall 5 and pedestal 4 is clamped between 100-130 °.Preferred embodiment is clamped between wall 5 and pedestal 4
Angle is 105 °.
The applicant passes through to be studied for many years, and combines building trade standard, it is contemplated that the end face of pile body 6 has centainly thick
Rugosity and/or gradient, when two pile bodies 6 dock, the axial line that not can guarantee the sticking part and pile body 6 of two pile bodies 6 is proper
It is good vertical.In fact, pile body and end face have error (the namely axial line of pile body 6 and stake during producing prefabricated pile
The end face out of plumb of body 6), the central axis that will lead to two pile bodies, two piles in docking is not straight (axial line is not overlapped),
Therefore both ends of the surface it to be encased inside gasket at the docking of two piles in pile extension, is just adjustable the central axis of two piles,
Therefore connection structure is required to also ensure that and will not be destroyed in the case where allowing both ends of the surface to have gap.The application
People, by largely testing discovery, angle between angle between slope surface 8 and horizontal plane, and clamping wall 5 and pedestal 4
Angle and cooperation, which have pile body stress, to be directly affected.
Atlas, outer diameter 400-600mm are designed according to " mechanical connection pretensioning prestressed concrete bamboo joint pile " 2013 Zhejiang G32
Pile body connection when, in positive and negative 5mm, the requirement of pile body axial tension bearing capacity will reach 1600KN or more in the gap of both ends of the surface.
It has been found that when the angle of the angle between the angle and clamping wall 5 and pedestal 4 between slope surface 8 and horizontal plane
Mutually meanwhile, it is capable to reach optimal fiting effect, as shown in connection with fig. 10, the gap between two pile bodies 6 is L, slope surface 8 and level
Angle between face is α, and the angle being clamped between wall 5 and pedestal 4 is also α.The following table shows the relationships between different L and α.
From the foregoing, it will be observed that maximum allowable L value is 14.9mm, that is, precision can in production for prefabricated pile when α is 130 °
To reduce, but pile body axial tension bearing capacity is minimum, only 871.2KN, when α is 100 °, pile body axial tension bearing capacity
Up to 2342.2KN, maximum allowable L value is 2.2mm, but higher to pile body production required precision.It is maximum allowable when α is 105 °
L value is 4.9mm, and pile body axial tension bearing capacity meets " mechanical connection pretensioning prestressed concrete up to 2036.7KN
Bamboo joint pile " 2013 Zhejiang G32 design atlas standard.Applicant further found that when α is 105 °, clamping wall 5 and pedestal easy to process
4, accurate angle can achieve by milling, be able to achieve mechanization production, and when α is 100 °, milling cutter adds in clamping chamber 2
Work is inconvenient, cannot achieve the requirement of mass mass production.
Specific embodiment described herein is only an example for the spirit of the invention.The neck of technology belonging to the present invention
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Although Hough part 1, link block 1a, relief hole 1b, connection through-hole 1c, bolt hole 1d, card is used more herein
The terms such as chamber 2, fastener 3, pedestal 4, clamping wall 5, pile body 6, clamping platform 7, slope surface 8 are connect, but is not precluded and uses other terms
A possibility that.The use of these items is only for be more convenient to describe and explain essence of the invention;It is construed as appointing
The additional limitation of what one kind is disagreed with spirit of that invention.
Claims (7)
1. a kind of Hafu-type connector, which is characterized in that including several Hough parts (1) that can be interconnected to form ring structure,
The Hough part (1) has clamping chamber (2), after the fitting of two adjacent pile body ends, the clamping chamber of each Hough part (1)
(2) it can be fastened on the end of two pile bodies (6) and the two sides for being clamped chamber (2) are bonded on the outside of the end of two pile bodies respectively,
The head and the tail interconnection of several Hough parts (1) makes Hough part (1) and pile body realization connects and fixes and at least there are two Hough part (1)
Between be fixedly connected with fastener (3), the clamping chamber (2) include pedestal (4) and be located at pedestal (4) two sides clamping wall
(5), the angle between the clamping wall (5) and pedestal (4) is obtuse angle, the folder between the clamping wall (5) and pedestal (4)
Angle is between 100-130 °;The depth of the clamping chamber (2) and the thickness ratio of Hough part (1) are 0.2-0.8:1.
2. Hafu-type connector according to claim 1, which is characterized in that when clamping chamber (2) snap onto it is two adjacent
When on the end of pile body, each clamping wall (5) is adjacent to on the outside of the end of a pile body respectively, when fastener (3) connect two
When Hough part (1), pedestal (4) is mobile to the end direction close to pile body thus the ring structure for forming several Hough parts (1)
It is set on the end of two pile bodies and two pile bodies is made to achieve a fixed connection.
3. Hafu-type connector according to claim 1, which is characterized in that between the clamping wall (5) and pedestal (4)
Angle be 105 °.
4. a kind of Hafu-type pile body connection structure for having used Hafu-type connector described in claim 1-3 any one,
It is characterized in that, the end of pile body (6), which radially expands, to be formed clamping platform (7), clamping platform (7) phase of two adjacent pile bodies (6)
It is mutually snapped onto clamping chamber (2) after fitting, outside and clamping chamber (2) inner wall of the clamping platform (7) are adjacent to.
5. Hafu-type pile body connection structure according to claim 4, which is characterized in that the clamping platform (7) have with
The slope surface (8) that clamping chamber (2) matches, the clamping platform (7) are fixedly connected with the axial main reinforcement in pile body (6).
6. Hafu-type pile body connection structure according to claim 5, which is characterized in that the slope surface (8) and horizontal plane
Between angle between 100-130 °.
7. Hafu-type pile body connection structure according to claim 6, which is characterized in that the slope surface (8) and horizontal plane
Between angle be 105 °.
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CN201610574428.6A CN106049490B (en) | 2016-07-18 | 2016-07-18 | Hafu-type connector and pile body connection structure |
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CN201610574428.6A CN106049490B (en) | 2016-07-18 | 2016-07-18 | Hafu-type connector and pile body connection structure |
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CN106049490B true CN106049490B (en) | 2019-04-30 |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW274570B (en) * | 1993-12-27 | 1996-04-21 | Daido Concrete | |
CN2695483Y (en) * | 2004-04-22 | 2005-04-27 | 王耀 | Groove type fast connecting joint for tubular pile |
JP2014227688A (en) * | 2013-05-21 | 2014-12-08 | 日本ヒューム株式会社 | Joint part structure of pile |
CN205839748U (en) * | 2016-07-18 | 2016-12-28 | 周兆弟 | Hafu-type connector and pile body attachment structure |
-
2016
- 2016-07-18 CN CN201610574428.6A patent/CN106049490B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW274570B (en) * | 1993-12-27 | 1996-04-21 | Daido Concrete | |
CN2695483Y (en) * | 2004-04-22 | 2005-04-27 | 王耀 | Groove type fast connecting joint for tubular pile |
JP2014227688A (en) * | 2013-05-21 | 2014-12-08 | 日本ヒューム株式会社 | Joint part structure of pile |
CN205839748U (en) * | 2016-07-18 | 2016-12-28 | 周兆弟 | Hafu-type connector and pile body attachment structure |
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