CN108951680A - The hookup of concrete tubular pile and cushion cap - Google Patents
The hookup of concrete tubular pile and cushion cap Download PDFInfo
- Publication number
- CN108951680A CN108951680A CN201810868365.4A CN201810868365A CN108951680A CN 108951680 A CN108951680 A CN 108951680A CN 201810868365 A CN201810868365 A CN 201810868365A CN 108951680 A CN108951680 A CN 108951680A
- Authority
- CN
- China
- Prior art keywords
- connection
- cushion cap
- pile body
- reinforcing steel
- steel bar
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 29
- 238000003780 insertion Methods 0.000 claims abstract description 8
- 230000037431 insertion Effects 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 8
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 4
- 238000004891 communication Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The present invention relates to the hookups of a kind of concrete tubular pile and cushion cap, comprising: and connection reinforcing steel bar frame, the connection reinforcing steel bar frame include: more and are coupled the c-type anchor bar for forming framework in length and breadth, and, multiple connections for being set to the framework bottom hook；And it is carried on the terminal pad at the top of pile body, multiple link slots compatible with connection hook are offered on the connecting plate.When prefabricated tubular pile, the link slot of terminal pad is placed in the end of pile body, and mutually fixed with pile body with concreting upward, while forming firm framework with more c-type anchor bars are prefabricated, and connection is hooked and is welded on c-type anchor bar；After having buried pile body, connection is hooked in insertion link slot, so that connection reinforcing steel bar frame is connected with pile body, finally pour cushion cap, cushion cap submerged connection steel reinforcement cage and submerged one section of pile body, formed the firm connection with cushion cap by connection reinforcing steel bar frame, not only easy construction, 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 a kind of concrete tubular pile and cushion cap
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, but above-mentioned connection type needs to accurately calculate the length of tubular pole embedment cushion cap, if
Embedment length is too short, is not able to satisfy tensile strength requirement, will increase cost of investment if embedment length is too short.
Summary of the invention
In view of the deficienciess of the prior art, the embodiment of the present invention is designed to provide a kind of concrete tubular pile and cushion cap
Hookup, have the advantages that easy construction and at low cost.
The above-mentioned technical purpose of the embodiment of the present invention has the technical scheme that
A kind of hookup of concrete tubular pile and cushion cap, comprising:
Reinforcing steel bar frame is connected, the connection reinforcing steel bar frame includes: more and is coupled the c-type anchor bar for forming framework in length and breadth, and,
Multiple connections for being set to the framework bottom hook；And
The terminal pad being carried at the top of pile body offers multiple connections compatible with connection hook on the connecting plate
Slot.
By using above-mentioned technical proposal, when prefabricated tubular pile, the link slot of terminal pad is placed in the end of pile body upward, and
It is mutually fixed with concreting with pile body, while more c-type anchor bars being formed by way of welding or wire binding
Firm framework, and connection is hooked and is welded on position corresponding with link slot on c-type anchor bar；It, will after having buried pile body
Connection hooks in insertion link slot, so that connection reinforcing steel bar frame is connected with pile body, finally pours cushion cap, cushion cap submerged connection reinforcing bar
Cage simultaneously submerges one section of pile body, forms the firm connection with cushion cap by connection reinforcing steel bar frame, not only easy construction, but also without embedded
Excessive pile body, cost are lower.
Further, the connection hooks C-shaped, and the link slot includes: the inlet slot that insertion is hooked for the connection, with
And it is connected with the inlet slot, for hooking the rotation card slot being mutually clamped with the connection.
By using above-mentioned technical proposal, connection is hooked after inlet slot insertion, and rotation connection reinforcing steel bar frame can be caught in rotation
In card slot, and due to connection hook it is C-shaped, thus connect hook be clamped with terminal pad it is more firm.
Further, the top of the connection reinforcing steel bar frame is equipped with reinforcing rib frame.
By using above-mentioned technical proposal, the structural strength of connection reinforcing steel bar frame is improved.
Further, the end of the c-type anchor bar has been bent to form hook part to side.
By using above-mentioned technical proposal so that connection reinforcing steel bar frame connect with cushion cap it is more firm.
In conclusion the invention has the following advantages:
The embodiment of the present invention is by providing the hookup of a kind of concrete tubular pile and cushion cap, comprising: connection reinforcing steel bar frame, it is described
Connection reinforcing steel bar frame includes: more and is coupled the c-type anchor bar for forming framework in length and breadth, and, it is multiple to be set to the framework bottom
Connection hook；And it is carried on the terminal pad at the top of pile body, multiple hook with the connection is offered on the connecting plate to be adapted
Link slot.When prefabricated tubular pile, the link slot of terminal pad is placed in the end of pile body upward, and with concreting and pile body phase
It is fixed, while more c-type anchor bars are formed into firm framework by way of welding or wire binding, and connection is hooked
It is welded on position corresponding with link slot on c-type anchor bar；After having buried pile body, connection is hooked in insertion link slot, is made
Reinforcing steel bar frame must be connected to be connected with pile body, finally pour cushion cap, cushion cap submerged connection steel reinforcement cage and submerged one section of pile body, and passed through
The firm connection of reinforcing steel bar frame formation and cushion cap is connected, not only easy construction, but also without burying excessive pile body, cost is 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 is the main view that reinforcing steel bar frame is connected in the embodiment of the present invention；
Fig. 3 is the top view that reinforcing steel bar frame is connected in the embodiment of the present invention；
Fig. 4 is the structural schematic diagram of terminal pad in the embodiment of the present invention.
In figure: 1, connecting reinforcing steel bar frame；11, c-type anchor bar；12, framework；13, connection hooks；14, hook part；2, terminal pad；
21, link slot；211, inlet slot；212, card slot is rotated；3, reinforcing rib frame；4, pile body；5, cushion cap.
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 hookup of concrete tubular pile and cushion cap, as shown in Figure 1, comprising: connection reinforcing steel bar frame 1, connection reinforcing steel bar frame 1 wrap
Include: more are coupled the c-type anchor bar 11 for forming framework 12 in length and breadth, and, multiple connections for being set to 12 bottom of framework hook 13；
And be carried on the terminal pad 2 at the top of pile body 4, offered on connecting plate it is multiple with connect 13 compatible link slots 21 of hook.
Specifically, as shown in Figures 2 and 3, framework 12 is distributed by 11 vertical interlaced of 4-9 root c-type anchor bar to be formed
Square box, framework 12 has six roots of sensation c-type anchor bar 11 to fix by welding or wire binding in the present embodiment, and in connection steel
The top of muscle frame 1 is welded with reinforcing rib frame 3, to improve the structural strength of connection reinforcing steel bar frame 1；The end of c-type anchor bar 11 to
Side has been bent to form hook part 14, the arc-shaped shape in hook part 14 so that connection reinforcing steel bar frame 1 connect with cushion cap 5 it is more firm.
Connection hook 13 is C-shaped and is welded on position corresponding with link slot 21 on c-type anchor bar 11, as shown in figure 4,
Link slot 21 includes: the inlet slot 211 that 13 insertions are hooked for connection, and, it is connected, is used for and connect hook 13 with inlet slot 211
The mutually rotation card slot 212 of clamping, rotation card slot 212 are adapted with hook 13 is connect；When installation, connection hooks 13 and inserts from inlet slot 211
After entering, rotation connection reinforcing steel bar frame 1 can be caught in rotation card slot 212, and due to connection hook it is 13 C-shaped, thus connect hook 13 with
Terminal pad 2 is clamped more firm.
When prefabricated tubular pile, the link slot 21 of terminal pad 2 is placed in the end of pile body 4 upward, and with concreting and stake
4 phase of body is fixed, while more c-type anchor bars 11 are formed firm framework 12 by way of welding or wire binding,
And connection is hooked 13 and is welded on position corresponding with link slot 21 on c-type anchor bar 11；After having buried pile body 4, it will connect
It hooks in 13 insertion link slots 21, so that connection reinforcing steel bar frame 1 is connected with pile body 4, finally pours cushion cap 5, cushion cap 5 submerged connection
Steel reinforcement cage simultaneously submerges one section of pile body 4, forms the firm connection with cushion cap 5 by connection reinforcing steel bar frame 1, not only easy construction, but also
Without burying excessive pile body 4, 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 (4)
1. the hookup of a kind of concrete tubular pile and cushion cap characterized by comprising
It connects reinforcing steel bar frame (1), connection reinforcing steel bar frame (1) includes: more and is coupled the c-type anchor bar for forming framework (12) in length and breadth
(11), and, multiple connections for being set to the framework (12) bottom hook (13)；And
The terminal pad (2) being carried at the top of pile body (4) offers on the connecting plate and multiple hook (13) with the connection and be adapted
Link slot (21).
2. the hookup of concrete tubular pile according to claim 1 and cushion cap, which is characterized in that the connection hooks (13) and is in
C-shaped, the link slot (21) they include: the inlet slot (211) that (13) insertion is hooked for the connection, and, with the inlet slot
(211) it is connected, for hooking the rotation card slot (212) that (13) are mutually clamped with the connection.
3. the hookup of concrete tubular pile according to claim 2 and cushion cap, which is characterized in that the connection reinforcing steel bar frame
(1) top is equipped with reinforcing rib frame (3).
4. the hookup of concrete tubular pile according to claim 1 or 2 or 3 and cushion cap, which is characterized in that the c-type anchor
Gu the end of reinforcing bar (11) has been bent to form hook part (14) to side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868365.4A CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810868365.4A CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108951680A true CN108951680A (en) | 2018-12-07 |
| CN108951680B CN108951680B (en) | 2020-12-25 |
Family
ID=64465163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810868365.4A Active CN108951680B (en) | 2018-08-02 | 2018-08-02 | Connector for concrete pipe pile and bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951680B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108461A (en) * | 1992-09-22 | 1994-04-19 | Yuji Etsuno | Concrete pile, and connecting method for said concrete pile and foundation slab |
| JPH06330522A (en) * | 1993-05-24 | 1994-11-29 | Taiyo:Kk | Pile head joint construction |
| JP2008069612A (en) * | 2006-09-16 | 2008-03-27 | Sansei:Kk | Steel pipe pile cap and joint structure of steel pipe pile and footing |
| CN103195094A (en) * | 2013-03-31 | 2013-07-10 | 陈俊达 | Safety inspection well cover base |
| CN106801428A (en) * | 2017-01-16 | 2017-06-06 | 青岛中天斯壮科技有限公司 | Reinforced tensile-shear PHC pipe pile foundation structure and construction method thereof |
-
2018
- 2018-08-02 CN CN201810868365.4A patent/CN108951680B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108461A (en) * | 1992-09-22 | 1994-04-19 | Yuji Etsuno | Concrete pile, and connecting method for said concrete pile and foundation slab |
| JPH06330522A (en) * | 1993-05-24 | 1994-11-29 | Taiyo:Kk | Pile head joint construction |
| JP2008069612A (en) * | 2006-09-16 | 2008-03-27 | Sansei:Kk | Steel pipe pile cap and joint structure of steel pipe pile and footing |
| CN103195094A (en) * | 2013-03-31 | 2013-07-10 | 陈俊达 | Safety inspection well cover base |
| CN106801428A (en) * | 2017-01-16 | 2017-06-06 | 青岛中天斯壮科技有限公司 | Reinforced tensile-shear PHC pipe pile foundation structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108951680B (en) | 2020-12-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206310779U (en) | A kind of suspended-cable structure large span photovoltaic bracket | |
| CN210368982U (en) | Stay cable supporting construction | |
| CN109468954A (en) | A kind of form of construction work of anchorage anchor system | |
| CN107859059A (en) | Prefabricated sandwich side wall and prefabricated overlapping bottom plate connecting joint structure and its construction method | |
| CN101831868A (en) | Connecting node structure of steel rod elements and concrete plate | |
| CN213683316U (en) | Wall post reinforced structure of existing building | |
| CN108951680A (en) | The hookup of concrete tubular pile and cushion cap | |
| CN108951681A (en) | The connection structure of pulling-resistant type concrete tubular pile and cushion cap | |
| KR100403835B1 (en) | Reinforcements for bending-moment and shear in the part of reinforced concrete footings and construction method of its using | |
| CN111827261A (en) | Construction method for waist rail of continuous wall | |
| CN207003670U (en) | A kind of new prefabricated overhanging component | |
| CN108930280A (en) | The connection structure of concrete tubular pile and cushion cap | |
| CN205557839U (en) | Brickwork infilled wall and main body frame's flexible connection mean | |
| KR102229028B1 (en) | Hybrid foundation combined with the precast and cast-in-place concrete and its manufacturing method | |
| CN205875879U (en) | Pole support and communication tower are embraced to communication tower antenna | |
| CN109016127A (en) | A kind of bridge arch box Prefabrication and its lateral connection method | |
| CN210562997U (en) | Prefabricated column assembly | |
| CN108756034A (en) | Aerial construction terrace and its construction method | |
| CN108110703A (en) | Direct-burried assembled cable bearer and its construction method of installation | |
| CN208395866U (en) | A kind of Base isolation system jump storehouse construction parting structure | |
| CN104234210B (en) | The reinforcing steel bar connecting device of a kind of precast beam Column border node and construction method thereof | |
| CN109024241B (en) | Prefabricated assembled arch box and connecting method thereof | |
| CN108930281A (en) | Concrete and cushion cap quick-attachable coupling | |
| CN207268047U (en) | A kind of vertical reinforcement fixing device in insertion slab | |
| CN207144154U (en) | Subway station main body with greatly across attached bottom plate and beam attachment 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 |
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. |
|
| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room 1601-2, 16th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee after: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region after: China Address before: Room 803, Yuanhe building, 959 Jiayuan Road, Yuanhe street, Xiangcheng District, Suzhou City, Jiangsu Province Patentee before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region before: China |
|
| CP03 | Change of name, title or address | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240715 Address after: Room 1501-1, 15th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee after: Suzhou Changsai Software Technology Co.,Ltd. Country or region after: China Address before: Room 1601-2, 16th Floor, Building D, Vitality Business Plaza, No. 185 Jumao Street, Yuanhe Street, Xiangcheng District, Suzhou City, Jiangsu Province, 215000 Patentee before: SUZHOU PEIXING INTELLIGENT EQUIPMENT TECHNOLOGY Co.,Ltd. Country or region before: China |