CN209040144U - A kind of integrated form combination pilework of foundation engineering - Google Patents
A kind of integrated form combination pilework of foundation engineering Download PDFInfo
- Publication number
- CN209040144U CN209040144U CN201821855645.3U CN201821855645U CN209040144U CN 209040144 U CN209040144 U CN 209040144U CN 201821855645 U CN201821855645 U CN 201821855645U CN 209040144 U CN209040144 U CN 209040144U
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- CN
- China
- Prior art keywords
- inserted link
- arc pressuring
- reinforcing bar
- rectangular support
- pressuring plate
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Abstract
The utility model provides a kind of integrated form combination pilework of foundation engineering, including arc pressuring plate, reinforcing bar slotting ring, formed punch, rubber block tilt inserted link, positioning seat and positioning pluging rod；The main body frame of the combination pile body by circular array three rectangular support frames and be connected at three four groups of arc pressuring plates that circular array between rectangular support frame is arranged and weld to combine jointly and formed, it and include to present lower equidistant spaced arc pressuring plate everywhere in each group of arc pressuring plate, also reinforcing bar slotting ring at two is symmetrically welded on the arc inner wall of arc pressuring plate described in everywhere, this reinforcing bar slotting ring corresponding position in the space about the inclination inserted link at two, the setting of the utility model rubber block, inclination inserted link can be clamped by rubber block at left and right corresponding two, and then the outside for closing pile body can be emerged in avoid inclination inserted link gravity sliding, insertion hole under the entirety of combination pile body is caused to scrape obstacle.
Description
Technical field
The utility model belongs to engineering construction engineering device technique field, and more specifically, in particular to a kind of foundation engineering is used
Integrated form combine pilework.
Background technique
Piling, which refers to, to be thrown stake in ground into, keeps building basis firm.Because if above ground structure will be built on the ground, ground
Face will bear very big pressure, it is necessary that there is enough renitent intensity on ground, this is often difficult to accomplish, so
Must just the receiving mode on ground be reinforced or improved to the ground for bearing building, so just expecting beating on ground
Stake, allows most of weight of building to pass to the very deep position of below ground by stake, because the ground of this position compares ground
Ability to bear is much bigger.
Found in conjunction with prior art people, although existing built pile is able to carry out conventional use, but its
Exist in practical application, follow closely that solid mode is more single, causes the overall support stability of built pile poor, using effect is bad
The problem of.
Then, in view of this, being studied improvement for existing structure and missing, a kind of collection of foundation engineering is provided
An accepted way of doing sth combines pilework, to achieve the purpose that with more more practical value.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of integrated form combination pilework of foundation engineering,
It is more single to solve the solid mode of existing combination dowel pin, cause the overall support stability of built pile poor, using effect is not
Good problem.
The purpose and effect of the integrated form combination pilework of the utility model foundation engineering, by technological means in detail below
Reached:
A kind of integrated form combination pilework of foundation engineering, including combination pile body, rectangular support frame, connecting rod, arc
Shape connecting plate, reinforcing bar slotting ring, formed punch, rubber block tilt inserted link, positioning seat and positioning pluging rod；The main body of the combination pile body
Frame by circular array three rectangular support frames and be connected at three what circular array between rectangular support frame was arranged
Four groups of arc pressuring plates are welded combination jointly and are formed, and include to present lower equidistant radial arrangement in each group of arc pressuring plate
Arc pressuring plate everywhere, present lower equidistant arrangement between the lateral branch fagging of the rectangular support frame everywhere and be supported by six
Connecting rod, and reinforcing bar slotting ring at two is symmetrically welded on the inner side end of everywhere connecting rod；The connection of arc described in everywhere
Also reinforcing bar slotting ring at two is symmetrically welded on the arc inner wall of plate, this at two reinforcing bar slotting ring corresponding position in inclination inserted link or so
In space at two.
Further, circular array on the interlude of the cambered vertical fagging of the rectangular support frame inner band at three
Tilt inserted link for two layers totally at six through being inserted with, and this at six inclination inserted link head end insert point and correspond to the rectangular support frame at three
Outside upright fagging.
Further, opposite in the outer circumferential walls of reinforcing bar slotting ring at six on intermediate two layers of arc pressuring plate inner wall
As soon as rubber block at being adhesive with, and the tail end section that inserted link is tilted at three inserts be sandwiched between three groups of opposite rubber blocks of left and right respectively.
Further, the formed punch is whole is made of wedge plate circular array weldering at three, and everywhere wedge plate is outer
It rolls tiltedly sliding lean on face and offers sliding slot at one, when being inserted under formed punch in the cylinder chamber at three between rectangular support frame,
This at three sliding slot it is corresponding with three at tilt the end hemisphere sliding contact of inserted link.
Further, the positioning seat is supported in three positioning of center disk bottom by center disk, circular array
Inserted link and circular array are supported in positioning pluging rod common combination at the three of center disk periphery and are formed, wherein periphery is fixed at three
Inserted link corresponding be inserted through at combine pile body bottommost three in position connects short slab, and bottom positioning pluging rod is inserted in bottom at three
Three in annular space between arc pressuring plate.
Compared with prior art, the utility model has the following beneficial effects:
Present specification can be implemented to stablize by tilting being used cooperatively for inserted link and positioning seat at six to combination pile body
Nail it is solid, effectively raise the stability of strutting system of combination pile body, using effect more preferably, and can a shape by lower hammer formed punch
Complete that all hammer pounds that nail is solid, and operation is put just to inserted link and positioning seat is tilted at six.
Detailed description of the invention
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model schematic view of the front view.
Fig. 3 is the utility model overlooking structure diagram.
Fig. 4 is that the utility model inclination inserted link is slidably installed position view.
Fig. 5 is the utility model positioning seat schematic view of the mounting position.
Fig. 6 is the utility model punch structure schematic diagram.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
Combine pile body -1, rectangular support frame -101, connecting rod -102, arc pressuring plate -2, reinforcing bar slotting ring -3, formed punch -
4, rubber block -5 tilts inserted link -6, positioning seat -7, positioning pluging rod -701.
Specific embodiment
The embodiments of the present invention is described in further detail with reference to the accompanying drawings and examples.Following embodiment
For illustrating the utility model, but cannot be used to limit the scope of the utility model.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term
The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 6:
The utility model provides a kind of integrated form combination pilework of foundation engineering, including combination pile body 1, rectangle branch
Support frame 101, connecting rod 102, arc pressuring plate 2, reinforcing bar slotting ring 3, formed punch 4, rubber block 5 tilt inserted link 6, positioning seat 7 and positioning
Inserted link 701；The main body frame of the combination pile body 1 by circular array three rectangular support frames 101 and be connected to three
Four groups of arc pressuring plates 2 for locating circular array setting between rectangular support frame 101 are welded combination jointly and are formed, and each group of arc
It include to present lower equidistant spaced arc pressuring plate 2 everywhere in shape connecting plate 2, the rectangular support frame 101 everywhere
Lateral branch fagging between present lower equidistant arrangement and be supported by connecting rod 102 at six, and the inner end of everywhere connecting rod 102
Reinforcing bar slotting ring 3 at two is symmetrically welded on face；It is also symmetrically welded on the arc inner wall of arc pressuring plate 2 described in everywhere
Reinforcing bar slotting ring 3 at two, this 3 corresponding position of reinforcing bar slotting ring in the space about the inclination inserted link 6 at two.
Wherein, circular array on the interlude of the cambered vertical fagging of 101 inner band of rectangular support frame at three
Tilt inserted link 6 for two layers totally at six through being inserted with, and this at six inclination 6 head end of inserted link insert point and correspond to the rectangular support at three
The outside upright fagging of frame 101 is swept away in the hammer of formed punch 4, and inclination inserted link 6 can be rushed to summit by hammer at six inserts in stake hole periphery
In soil layer, and then circumferential registration can be carried out to combination pile body 1, its torsion shaking is avoided to effectively raise combination pile body 1
Stability of strutting system.
Wherein, relatively glutinous in the outer circumferential walls of reinforcing bar slotting ring 3 at six on intermediate two layers of 2 inner wall of arc pressuring plate
As soon as rubber block 5 at posting, and the tail end section that inserted link 6 is tilted at three inserts be sandwiched between three groups of opposite rubber blocks 5 of left and right respectively,
Inclination inserted link 6 can be clamped by rubber block 5 at left and right corresponding two, and then can be emerged in avoid inclination 6 gravity of inserted link sliding
The outside for closing pile body 1 causes to scrape obstacle to insertion hole under the entirety of combination pile body 1.
Wherein, the formed punch 4 is whole is made of wedge plate circular array weldering at three, and the outer inclination of everywhere wedge plate
It is tiltedly sliding to offer sliding slot at one on face, when being inserted under formed punch 4 in the cylinder chamber at three between rectangular support frame 101,
This at three sliding slot it is corresponding with three at tilt the end hemisphere sliding contact of inserted link 6, inclination inserted link 6, which can cooperate, at three slides on three
Locate in the sliding slot in the outer lateral incline of wedge plate, convenient to implement to rush to summit to slide outward to insert, formed punch 4 can not only be pushed up and be tilted at punching three
Inserted link 6 can also implement hammer to positioning seat 7 and pound, and insert positioning for the whole nail of combination pile body 1 and provide convenience, in addition at three
Wedge plate is corresponding rush to summit inclination inserted link 6 at three will not reinforcing bar slotting ring 3 on 2 inner wall of secondary damage arc pressuring plate.
Wherein, the positioning seat 7 is supported in three positioning pluging rods of center disk bottom by center disk, circular array
701 and circular array be supported in 701 common combination of positioning pluging rod at the three of center disk periphery and formed, wherein peripheral at three
Corresponding be inserted through at combine 1 bottommost of pile body three of positioning pluging rod 701 connects short slab, and bottom positioning pluging rod 701 at three
It is inserted in the annular space at the three of bottom between arc pressuring plate 2, positioning seat 7 can will combine the bottom portion of pile body 1
Divide nail to be placed on the soil layer of stake hole bottom and further increases the stability of strutting system of combination pile body 1.
The specifically used mode and effect of the present embodiment:
The utility model installs and uses process, will combine be inserted in the dress hole dug under 1 entirety of pile body first, then
Formed punch 4 is inserted in the cylinder chamber at three between rectangular support frame 101, and implements hammer with tup and pounds, make to tilt inserted link 6 and is determined
The punching of positioning pluging rod 701 on the seat 7 of position inserts in soil layer, is then successively inserted in reinforcing bar in all coaxial reinforcing bar slotting rings 3, most
After implement concreting.
Illustrate: when implementing hammer and pounding, formed punch 4 first can rush to summit to inclination inserted link 6 at the three of upper layer, then according under need
Sliding to rush to summit to inclination inserted link 6 at lower layer three, it is solid that last continuous slide implements nail to positioning seat 7.
The embodiments of the present invention are given for the purpose of illustration and description, and are not exhaustively or to incite somebody to action
The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art
See.Embodiment was chosen and described in order to better illustrate the principle and practical application of the utility model, and makes this field
Those of ordinary skill it will be appreciated that the utility model to designing various embodiments suitable for specific applications with various modifications.
Claims (5)
1. a kind of integrated form of foundation engineering combines pilework, it is characterised in that: the integrated form built pile of the foundation engineering
Structure includes combining pile body (1), rectangular support frame (101), connecting rod (102), arc pressuring plate (2), reinforcing bar slotting ring (3),
Formed punch (4), rubber block (5) tilt inserted link (6), positioning seat (7) and positioning pluging rod (701)；The master of combination pile body (1)
Body frame by circular array three rectangular support frames (101) and be connected at three between rectangular support frame (101) in ring
Welding combination is formed four groups of arc pressuring plates (2) of shape array setting jointly, and includes in each group of arc pressuring plate (2)
Lower equidistant spaced arc pressuring plate everywhere (2) is presented, everywhere between the lateral branch fagging of the rectangular support frame (101)
It presents lower equidistant arrangement to be supported by connecting rod at six (102), and equal balanced welding on the inner side end of everywhere connecting rod (102)
It is connected to reinforcing bar slotting ring (3) at two；Reinforcing bar at two is also symmetrically welded on the arc inner wall of arc pressuring plate described in everywhere (2)
Slotting ring (3), this reinforcing bar slotting ring (3) corresponding position in the space about inclination inserted link (6) at two.
2. the integrated form of foundation engineering as described in claim 1 combines pilework, it is characterised in that: the rectangular support at three
Circular array tilts inserted link totally at six through being inserted with two layers on the interlude of the cambered vertical fagging of frame (101) inner band
(6), and this at six inclination inserted link (6) head end insert the outside upright fagging that point corresponds to the rectangular support frame (101) at three.
3. the integrated form of foundation engineering as described in claim 1 combines pilework, it is characterised in that: intermediate two layers of arc
On connecting plate (2) inner wall six at reinforcing bar slotting ring (3) outer circumferential walls on it is opposite be adhesive with rubber block at one (5), and at three
The tail end section for tilting inserted link (6) is just inserted respectively to be sandwiched between three groups of opposite rubber blocks (5) of left and right.
4. the integrated form of foundation engineering as described in claim 1 combines pilework, it is characterised in that: the formed punch (4) is whole
Be made of wedge plate circular array weldering at three, and everywhere wedge plate outside inclination it is sliding offered on face it is sliding at one
Slot, when being inserted under formed punch (4) in the cylinder chamber at three between rectangular support frame (101), this at three sliding slot it is corresponding with three at
Tilt the end hemisphere sliding contact of inserted link (6).
5. the integrated form of foundation engineering as described in claim 1 combines pilework, it is characterised in that: the positioning seat (7) by
Center disk, circular array are supported in positioning pluging rod (701) and circular array at the three of center disk bottom and are supported in
Positioning pluging rod (701) common combination is formed at the three of center disk periphery, wherein periphery positioning pluging rod (701) is corresponding interspersed at three
By combining pile body (1) bottommost three at connect short slab, and bottom positioning pluging rod (701) is inserted at the three of bottom at three
In annular space between arc pressuring plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821855645.3U CN209040144U (en) | 2018-11-12 | 2018-11-12 | A kind of integrated form combination pilework of foundation engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821855645.3U CN209040144U (en) | 2018-11-12 | 2018-11-12 | A kind of integrated form combination pilework of foundation engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209040144U true CN209040144U (en) | 2019-06-28 |
Family
ID=67042098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821855645.3U Expired - Fee Related CN209040144U (en) | 2018-11-12 | 2018-11-12 | A kind of integrated form combination pilework of foundation engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209040144U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942401A (en) * | 2021-02-04 | 2021-06-11 | 赵紫荣 | Foundation pile for highway bridge |
-
2018
- 2018-11-12 CN CN201821855645.3U patent/CN209040144U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942401A (en) * | 2021-02-04 | 2021-06-11 | 赵紫荣 | Foundation pile for highway bridge |
| CN112942401B (en) * | 2021-02-04 | 2022-04-12 | 赵紫荣 | Foundation pile for highway bridge |
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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: 20190628 Termination date: 20191112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |