CN108930281A - Concrete and cushion cap quick-attachable coupling - Google Patents
Concrete and cushion cap quick-attachable coupling Download PDFInfo
- Publication number
- CN108930281A CN108930281A CN201810868427.1A CN201810868427A CN108930281A CN 108930281 A CN108930281 A CN 108930281A CN 201810868427 A CN201810868427 A CN 201810868427A CN 108930281 A CN108930281 A CN 108930281A
- Authority
- CN
- China
- Prior art keywords
- terminal pad
- cushion cap
- hole
- interconnecting piece
- pile body
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
Abstract
The present invention relates to a kind of concrete and cushion cap quick-attachable coupling, comprising: is carried on the terminal pad of pile body, the center of the terminal pad is equipped with through-hole, and offers multiple connecting holes around the through-hole in the terminal pad；And the more anchor bars for being carried on the terminal pad；Wherein, the anchor bar includes: the anchoring section being threaded through in the through-hole；And the interconnecting piece for the anchoring section to be fixed on to the terminal pad, the interconnecting piece is C-shaped, middle part pass through the connecting hole, both ends are both secured to the anchoring section and wherein the terminal pad is fixed in side.Cushion cap can be poured after having buried pile body, cushion cap submerged anchor bar and submerged one section of pile body, and formed the firm connection with cushion cap by anchor bar, not only construct fast and convenient, improved bonding strength, and without burying excessive pile body, cost is lower.
Description
Technical field
The present invention relates to building pile foundation technical field of construction, more specifically, it relates to which a kind of concrete and cushion cap are quick
Hookup.
Background technique
Prestressed reinforced concrete pipe pile because its with quality stabilization, pile strength height, bearing capacity of single pile height, low cost,
The advantages that construction period is short, quality is easily guaranteed that is widely adopted in pile foundation engineering construction in recent years.Cushion cap as tubular pole with
The force transfer body of superstructure needs to carry out firm connection with concrete tubular pile, generallys use directly be embedded on tubular pole top at present
The mode of cushion cap links together the two, and the two is only mutually fixed by the part that tubular pole is embedded to cushion cap, and bonding strength is lower.
Summary of the invention
In view of the deficienciess of the prior art, the embodiment of the present invention be designed to provide a kind of concrete and cushion cap is quick
Hookup, have the advantages that improve the bonding strength between pile body and cushion cap and connection is quick.
The above-mentioned technical purpose of the embodiment of the present invention has the technical scheme that
A kind of concrete and cushion cap quick-attachable coupling, comprising:
It is carried on the terminal pad of pile body, the center of the terminal pad is equipped with through-hole, and around described logical in the terminal pad
Hole offers multiple connecting holes；And
More are carried on the anchor bar of the terminal pad；
Wherein, the anchor bar includes:
The anchoring section being threaded through in the through-hole；And
For the anchoring section to be fixed on to the interconnecting piece of the terminal pad, the interconnecting piece is C-shaped, and middle part passes through institute
State connecting hole, both ends are both secured to the anchoring section and wherein the terminal pad is fixed in side.
By using above-mentioned technical proposal, when prefabricated tubular pile, first anchor bar is fixed in terminal pad, by anchor when installation
Gu portion passes through through-hole, interconnecting piece bends both ends after passing through connecting hole, and the both ends of interconnecting piece are weldingly fixed on anchoring section
Together, to form closed annular, interconnecting piece, which is welded in terminal pad, may make anchor bar to be fixed in terminal pad,
Terminal pad is then placed in the upper end of pile body, and is mutually fixed with concreting with pile body；It has buried to pour after pile body and hold
Platform, cushion cap submerged anchor bar and submerged one section of pile body, and formed the firm connection with cushion cap by anchor bar, not only construct
It is fast and convenient, bonding strength is improved, and without burying excessive pile body, cost is lower.
Further, welding block is equipped between the interconnecting piece and the terminal pad.
By using above-mentioned technical proposal, so that interconnecting piece and terminal pad welding are more convenient, and make interconnecting piece and company
It connects and forms gap between disk, after pouring cushion cap anchor bar can connect with cushion cap more firm.
Further, at least one fixed block is equipped between multiple anchoring sections.
By using above-mentioned technical proposal, makes multiple anchor bars form an entirety by fixed block, improve anchoring
The structural strength of reinforcing bar.
Further, the end outward bending of the anchoring section is formed with hook part.
By using above-mentioned technical proposal, so that fixed more firm of anchor bar and cushion cap.
Further, the hook part is equipped with reinforcing ring.
By using above-mentioned technical proposal, the structural strength of anchor bar is further increased.
Further, the bottom of the terminal pad is equipped with that section is L-shaped or the connection ring of T shape.
By using above-mentioned technical proposal, so that the connection between terminal pad and pile body is more firm.
In conclusion the invention has the following advantages:
The embodiment of the present invention is by providing a kind of concrete and cushion cap quick-attachable coupling, comprising: is carried on the connection of pile body
The center of disk, the terminal pad is equipped with through-hole, and offers multiple connecting holes around the through-hole in the terminal pad；And
More are carried on the anchor bar of the terminal pad；Wherein, the anchor bar includes: the anchoring being threaded through in the through-hole
Portion；And the interconnecting piece for the anchoring section to be fixed on to the terminal pad, the interconnecting piece is C-shaped, and middle part passes through institute
State connecting hole, both ends are both secured to the anchoring section and wherein the terminal pad is fixed in side.When prefabricated tubular pile, first by anchor
Gu reinforcing bar is fixed in terminal pad, anchoring section is passed through into through-hole when installation, interconnecting piece bends both ends after passing through connecting hole, and will
The both ends of interconnecting piece are welded and fixed together with anchoring section, to form closed annular, interconnecting piece is welded in terminal pad
Anchor bar may make to be fixed in terminal pad, terminal pad is then placed in the upper end of pile body, and with concreting and stake
Body is mutually fixed；Cushion cap can be poured after having buried pile body, cushion cap submerged anchor bar and submerged one section of pile body, by anchoring steel
Muscle forms the firm connection with cushion cap, not only constructs fast and convenient, improves bonding strength, and without burying excessive stake
Body, cost are lower.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
Fig. 2 be the embodiment of the present invention in pile body connect with cushion cap after cross-sectional view.
In figure: 1, pile body；2, cushion cap；3, terminal pad；31, through-hole；32, connecting hole；33, connection ring；4, anchor bar；
41, anchoring section；42, interconnecting piece；43, hook part；5, welding block；6, fixed block；7, reinforcing ring.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, rather than whole embodiments.Based on this
Embodiment in invention, every other reality obtained by those of ordinary skill in the art without making creative efforts
Example is applied, shall fall within the protection scope of the present invention.
A kind of concrete and 2 quick-attachable coupling of cushion cap, as depicted in figs. 1 and 2, comprising: it is carried on the terminal pad 3 of pile body 1,
The center of terminal pad 3 is equipped with through-hole 31, and offers multiple connecting holes 32 around through-hole 31 in terminal pad 3；And more carryings
In the anchor bar 4 of terminal pad 3.
Specifically, anchor bar 4 includes: the anchoring section 41 being threaded through in through-hole 31；And for anchoring section 41 is fixed
In the interconnecting piece 42 of terminal pad 3, interconnecting piece 42 is C-shaped, middle part pass through connecting hole 32, both ends be both secured to anchoring section 41 and
Wherein terminal pad 3 is fixed in side；Interconnecting piece 42 and anchoring section 41 can be integral structure, be also possible to separate structure, this reality
Applying interconnecting piece 42 and anchoring section 41 in example is separate structure, and the end outward bending of anchoring section 41 is formed with hook part 43, passes through hook
It is more firm that portion 43 may make that anchor bar 4 is fixed with cushion cap 2.
Welding block 5 is equipped between interconnecting piece 42 and terminal pad 3, the two sides of welding block 5 are welded with interconnecting piece 42 and terminal pad 3 respectively
Together, and welding block 5 pad between interconnecting piece 42 and terminal pad 3 after, the other side and the terminal pad 3 of link block fit, and pass through
So that interconnecting piece 42 welds more convenient with terminal pad 3, and to form gap between interconnecting piece 42 and terminal pad 3, pour
After cushion cap 2 anchor bar 4 can connect with cushion cap 2 more firm.
In order to improve the structural strength of anchor bar 4, at least one fixed block 6 is equipped between multiple anchoring sections 41, this
In embodiment there are two the settings of fixed block 6, and it is welded with reinforcing ring 7 on hook part 43, is made by fixed block 6 and reinforcing ring 7
Multiple anchor bars 4 form an entirety, improve the structural strength of anchor bar 4.
Further, terminal pad 3 is equipped with that section is L-shaped or the connection ring 33 of T shape around connection sleeve, in the present embodiment
The section of connection ring 33 is L-shaped, can set T shape for the section of connection ring 33 in other embodiments, so that connection
Connection between disk 3 and cylinder is more firm.
When prefabricated tubular pile, first anchor bar 4 is fixed in terminal pad 3, anchoring section 41 is passed through into through-hole 31 when installation, even
Socket part 42 bends both ends after passing through connecting hole 32, and the both ends of interconnecting piece 42 and anchoring section 41 are welded and fixed together, from
And closed annular is formed, interconnecting piece 42, which is welded in terminal pad 3, may make that anchor bar 4 is fixed in terminal pad 3, with
Terminal pad 3 is placed in the upper end of pile body 1 afterwards, and is fixed with concreting and 1 phase of pile body；It can be poured after having buried pile body 1
Cushion cap 2, cushion cap 2 submerged anchor bar 4 and submerged one section of pile body 1, formed the firm connection with cushion cap 2 by anchor bar 4,
It not only constructs fast and convenient, improves bonding strength, and without burying excessive pile body 1, cost is lower.
In the above-described embodiments, it emphasizes particularly on different fields to the description of each embodiment, there is no the part being described in detail in some embodiment,
Reference can be made to the related descriptions of other embodiments.
It should be noted that for the various method embodiments described above, for simple description, therefore, it is stated as a series of
Combination of actions, but those skilled in the art should understand that, the present invention is not limited by the sequence of acts described because
According to the present invention, certain steps sequentially or may be carried out simultaneously using other.Secondly, those skilled in the art should also know
It knows, the embodiments described in the specification are all preferred embodiments, the actions and modules being related to not necessarily this hair
Necessary to bright.
In several embodiments provided herein, it should be understood that disclosed device, it can be real in other way
It is existing.For example, the apparatus embodiments described above are merely exemplary, such as the division of said units, only one kind is patrolled
Volume function division, there may be another division manner in actual implementation, such as multiple units or components can combine or can be with
It is integrated into another system, or some features can be ignored or not executed.Another point, it is shown or discussed mutual
Coupling or communication connection can be through some interfaces, and the indirect coupling or communication connection between device or unit can be electricity
Letter or other forms.
Above-mentioned unit as illustrated by the separation member may or may not be physically separated, aobvious as unit
The component shown may or may not be physical unit, it can and it is in one place, or may be distributed over multiple
In network unit.It can select some or all of unit therein according to the actual needs to realize the mesh of this embodiment scheme
's.
The above, the above embodiments are merely illustrative of the technical solutions of the present invention, and without limiting it；Although reference
The present invention will be described in detail for previous embodiment, those skilled in the art should understand that: it still can be to preceding
Technical solution documented by each embodiment is stated to modify or equivalent replacement of some of the technical features；And these
It modifies or replaces, the spirit and scope for technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution.
Claims (6)
1. a kind of concrete and cushion cap quick-attachable coupling characterized by comprising
It is carried on the terminal pad (3) of pile body (1), the center of the terminal pad (3) is equipped with through-hole (31), and the terminal pad (3)
It is upper to offer multiple connecting holes (32) around the through-hole (31)；And
More are carried on the anchor bar (4) of the terminal pad (3)；
Wherein, the anchor bar (4) includes:
The anchoring section (41) being threaded through in the through-hole (31)；And
For the anchoring section (41) to be fixed on to the interconnecting piece (42) of the terminal pad (3), the interconnecting piece (42) is C-shaped,
Its middle part pass through the connecting hole (32), both ends are both secured to the anchoring section (41) and wherein the connection is fixed in side
Disk (3).
2. concrete according to claim 1 and cushion cap quick-attachable coupling, which is characterized in that the interconnecting piece (42) and institute
It states and is equipped with welding block (5) between terminal pad (3).
3. concrete according to claim 1 or 2 and cushion cap quick-attachable coupling, which is characterized in that multiple anchoring sections
(41) at least one fixed block (6) is equipped between.
4. concrete according to claim 3 and cushion cap quick-attachable coupling, which is characterized in that the end of the anchoring section (41)
Portion's outward bending is formed with hook part (43).
5. concrete according to claim 4 and cushion cap quick-attachable coupling, which is characterized in that the hook part (43) is equipped with
Reinforcing ring (7).
6. concrete according to claim 1 and cushion cap quick-attachable coupling, which is characterized in that the bottom of the terminal pad (3)
Portion is equipped with that section is L-shaped or the connection ring (33) of T shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868427.1A CN108930281B (en) | 2018-08-02 | 2018-08-02 | Quick connector for concrete and bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868427.1A CN108930281B (en) | 2018-08-02 | 2018-08-02 | Quick connector for concrete and bearing platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108930281A true CN108930281A (en) | 2018-12-04 |
| CN108930281B CN108930281B (en) | 2020-11-10 |
Family
ID=64445201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810868427.1A Active CN108930281B (en) | 2018-08-02 | 2018-08-02 | Quick connector for concrete and bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108930281B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62125147U (en) * | 1986-01-31 | 1987-08-08 | ||
| CN204112354U (en) * | 2013-12-10 | 2015-01-21 | 江苏建华管桩有限公司 | The syndeton of concrete precast pile and pile foundation support table |
| CN107100185A (en) * | 2017-05-18 | 2017-08-29 | 大成科创基础建设股份有限公司 | The attachment structure of assembled architecture stake pile foundation and cushion cap |
| CN207194000U (en) * | 2017-09-14 | 2018-04-06 | 国家电网公司 | A kind of transmission line of electricity prefabricated tubular pile cushion cap anchor |
-
2018
- 2018-08-02 CN CN201810868427.1A patent/CN108930281B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62125147U (en) * | 1986-01-31 | 1987-08-08 | ||
| CN204112354U (en) * | 2013-12-10 | 2015-01-21 | 江苏建华管桩有限公司 | The syndeton of concrete precast pile and pile foundation support table |
| CN107100185A (en) * | 2017-05-18 | 2017-08-29 | 大成科创基础建设股份有限公司 | The attachment structure of assembled architecture stake pile foundation and cushion cap |
| CN207194000U (en) * | 2017-09-14 | 2018-04-06 | 国家电网公司 | A kind of transmission line of electricity prefabricated tubular pile cushion cap anchor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108930281B (en) | 2020-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102713071A (en) | Method for constructing a suspension bridge using temporary cables under tensionless stay cable conditions, and temporary cable for same | |
| CN105926427A (en) | Pier and beam transitional connecting structure | |
| CN211368352U (en) | Connecting structure for assembly type pier and bearing platform anchoring steel bar sleeving and inserting post-pouring RPC | |
| CN105544796A (en) | Prefabricated assembly type shear wall and butt joint method thereof | |
| CN106400667A (en) | Hollow plate beam structure for ultrahigh performance concrete hinge joint connection | |
| KR101586320B1 (en) | Psc girder rahmen bridge and construction method thereof | |
| CN205012214U (en) | Chain formula attachment strap structure based on seamless bridge | |
| CN106120542B (en) | It can be applied to the assembled pier and its construction technology of seismic fortification intensity upper zone | |
| CN208650333U (en) | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support | |
| CN107859059A (en) | Prefabricated sandwich side wall and prefabricated overlapping bottom plate connecting joint structure and its construction method | |
| CN207436278U (en) | A kind of assembly concrete-filled steel tube column-girder steel punching node | |
| CN108930281A (en) | Concrete and cushion cap quick-attachable coupling | |
| CN101831868A (en) | Connecting node structure of steel rod elements and concrete plate | |
| CN108951681A (en) | The connection structure of pulling-resistant type concrete tubular pile and cushion cap | |
| CN108930280A (en) | The connection structure of concrete tubular pile and cushion cap | |
| CN205669259U (en) | Post-tensioned prestressing precast frame | |
| CN106948495A (en) | The prestressing force integral node and its construction method of steel core concrete column and beams of concrete | |
| KR101562603B1 (en) | Precast pedestrian crossover bridge and the construction method therefor | |
| CN104085832B (en) | A kind of method for improving of flexible member lifting device | |
| CN205875879U (en) | Pole support and communication tower are embraced to communication tower antenna | |
| CN210104528U (en) | Light steel net rack-UHPC combined bridge structure | |
| CN207032516U (en) | A kind of connecting node of assembled reinforcing bar concrete folding girder and secondary beam | |
| CN208218195U (en) | A kind of segment girder bridge erection main beam assembly support device | |
| CN113802461A (en) | Steel box girder erection method | |
| JP2018518617A (en) | Lattice mast structure and method for improving the stability of the lattice mast structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: Room 803, Yuanhe building, 959 Jiayuan Road, Yuanhe street, Xiangcheng District, Suzhou City, Jiangsu Province Applicant after: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Address before: 215000 Chengyang Road 116 Chengyang Street, Xiangcheng Economic and Technological Development Zone, Suzhou City, Jiangsu Province Applicant before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |