CN206328750U - One kind occlusion drilled pile - Google Patents
One kind occlusion drilled pile Download PDFInfo
- Publication number
- CN206328750U CN206328750U CN201621308703.1U CN201621308703U CN206328750U CN 206328750 U CN206328750 U CN 206328750U CN 201621308703 U CN201621308703 U CN 201621308703U CN 206328750 U CN206328750 U CN 206328750U
- Authority
- CN
- China
- Prior art keywords
- drilled pile
- occlusion
- support frame
- drilled
- supporting plate
- 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.)
- Expired - Fee Related
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Abstract
Drilled pile, including drilled pile A and drilled pile B are engaged the utility model discloses one kind, the drilled pile A and drilled pile B are alternately connected, are provided between steel reinforcement cage, the adjacent drilled pile A and are connected by engaging device in the drilled pile A；The engaging device includes support unit and connection unit, the support unit includes two pieces of supporting plates, symmetrically fit in the outside of adjacent drilled pile A occlusal areas, the connection unit is connected between two pieces of supporting plates, including quadrate support frame and X-type support, the both sides of quadrate support frame are connected with two pieces of supporting plates respectively, and X-type support is arranged in quadrate support frame, are connected with four interior angles of quadrate support frame.Drilled pile A and drilled pile B energy uniform forces can be made by the utility model, effectively occlusion is formed, further increase the waterproof effect of occlusion drilled pile.
Description
Technical field
The utility model is related to the realm of building construction, particularly a kind of occlusion drilled pile.
Background technology
Adjacent studs are mutually twisted between hole-drilling interlocking pile refers to the campshed of horizontal layout（Stake circumference is mutually embedding）Formed by reinforcing bar
Concrete " piling wall ", it is used as the deep foundation pit supporting structure of structures.Compared with commonly drilling retaining piles, it is greatly improved
The shearing strength and security of supporting construction；It has the good performance that intercepts water, be not required to common drilling campshed auxiliary intercept water and
Earth-retaining measure between stake.But, if unbalance stress between adjacent drilled pile, support system is unstable, it may result in occlusion
Effect is bad, so that the problem of causing infiltration.
Utility model content
The utility model provides a kind of occlusion drilled pile, with stable support system, uniform force, waterproof effect
It is good.
To achieve the above object, the technical solution of the utility model is：
One kind occlusion drilled pile, including drilled pile A and drilled pile B, drilled pile A and drilled pile the B alternating are connected,
It is provided between steel reinforcement cage, the adjacent drilled pile A and is connected by engaging device in the drilled pile A；The occlusion dress
Put including support unit and connection unit, the support unit includes two pieces of supporting plates, symmetrically fit in adjacent drilled pile A occlusions
The outside in area, the connection unit is connected between two pieces of supporting plates, including quadrate support frame and X-type support, quadrate support frame
Both sides be connected respectively with two pieces of supporting plates, X-type support is arranged in quadrate support frame, four interior angle phases with quadrate support frame
Even.
Further, the top of the supporting plate is provided with hole for hoist.
Further, network, network and drilling are connected between the both sides edge of the adjacent supporting plate
The distance and steel reinforcement cage of stake B stake holes inwalls are equal with the distance of drilled pile A stake holes inwalls.
Further, the supporting plate, quadrate support frame and X-type support are made by steel plate.
Further, occlusion width >=0.25m of the drilled pile A and drilled pile B.
Further, connection unit can set 1 ~ 2, when the connection unit is provided with 2, in the longitudinal direction of supporting plate
Axis both sides are symmetrical set.When the connection unit is provided with 1, the longitudinal central axis line of quadrate support frame and supporting plate
Longitudinal central axis line is overlapped.
Above-described occlusion drilled pile, is provided with engaging device, the engaging device and steel reinforcement cage are common in drilled pile B
The support system of occlusion drilled pile is formd, so that drilled pile A and drilled pile B energy uniform forces, form effectively occlusion, enter
One step improves the waterproof effect of occlusion drilled pile.In addition, drilling can also be tested out by engaging device of the present utility model
When stake holes positioning precision and the perpendicularity of stake holes, to be rectified a deviation in time.The utility model can be suitably used for various geology knots
Structure, can especially improve stability of the occlusion drilled pile in Karst Geological Landscape, permanent waterproof barricade is suitable as, with preferable
Ground promotion prospect.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment 1；
Fig. 2 is the structural representation of the utility model embodiment 2；
Fig. 3 is the structural representation of the engaging device of the utility model embodiment 1；
Fig. 4 is the structural representation of the engaging device of the utility model embodiment 2；
Fig. 5 is the positive structure diagram of the connection unit of the utility model embodiment 1;
Fig. 6 is the structural representation of hole for hoist.
In figure, drilled pile A1, steel reinforcement cage 2, drilled pile B3, supporting plate 4, network 5, quadrate support frame 6, X-type support
7, hole for hoist 8.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail, but protection domain of the present utility model be not limited to it is following
Embodiment.
Embodiment 1
As shown in figures 1 and 3, a kind of occlusion drilled pile, including drilled pile A1 and drilled pile B3, drilled pile A1 and drilled pile
B3 is alternately connected, and is conventionally installed in drilled pile A1 between steel reinforcement cage 2, adjacent drilled pile A1 by occlusion
Device is connected, i.e., engaging device is arranged in drilled pile B3；Wherein, engaging device includes support unit and connection unit, support
Unit includes two pieces of supporting plates 4, and supporting plate 4 is curved, the outside of adjacent drilled pile A1 occlusal areas is symmetrically fitted in, with reference to Fig. 5
Shown, connection unit is connected between two pieces of supporting plates 4, including a quadrate support frame 6 and an X-type support 7, quadrate support
The both sides of frame 6 are connected with two pieces of supporting plates 6 respectively, and two vertical edges of quadrate support frame 6 can be reinforced to supporting plate 4, X-type
Support 7 is arranged in quadrate support frame 6, is connected with four interior angles of quadrate support frame 6, the longitudinal central axis line of quadrate support frame 6
Overlapped with the longitudinal central axis line of supporting plate 4, be thusly-formed the supporting form of triangle, it is ensured that the stability of engaging device, from
And make drilled pile A1 and drilled pile B3 energy uniform forces, form effectively occlusion, the branch that engaging device is collectively forming with steel reinforcement cage
Watch box system, further improves the security of occlusion drilled pile, it is ensured that the waterproof effect of occlusion drilled pile.
Further, network 5, network 5 and drilled pile are connected between the both sides edge of adjacent supporting plate 4
The distance and steel reinforcement cage of B3 stake holes inwalls are equal with the distance of drilled pile A stake holes inwalls.In addition, by the positioning of network,
The positioning precision of stake holes when can improve drilling, if encountering supporting plate 4 in drilling, can find that the perpendicularity of drilling does not reach in time
Standard, is rectified a deviation with timely.
Further, with reference to shown in Fig. 6, the top of the supporting plate is provided with hole for hoist 8, convenient progress engaging device
Lifting.
Embodiment 2
As shown in Figure 2 and Figure 4, a kind of occlusion drilled pile, including drilled pile A1 and drilled pile B3, drilled pile A1 and drilled pile
B3 is alternately connected, and is conventionally installed in drilled pile A1 between steel reinforcement cage 2, adjacent drilled pile A1 by occlusion
Device is connected, i.e., engaging device is arranged in drilled pile B3；Wherein, engaging device includes support unit and connection unit, support
Unit includes two pieces of supporting plates 4, and supporting plate 4 is curved, the outside of adjacent drilled pile A1 occlusal areas is symmetrically fitted in, with reference to Fig. 5
Shown, connection unit is connected between two pieces of supporting plates 4, including quadrate support frame 6 and X-type support 7, and the two of quadrate support frame 6
Side is connected with two pieces of supporting plates 6 respectively, and two vertical edges of quadrate support frame 6 can be reinforced to supporting plate 4, and X-type support 7 is set
Put in quadrate support frame 6, be connected with four interior angles of quadrate support frame 6, connection unit is provided with two, in supporting plate 4
Longitudinal central axis line both sides are symmetrical set, the triangular support form of connection unit formation, it is ensured that the stability of engaging device,
So that drilled pile A1 and drilled pile B3 energy uniform forces, form effectively occlusion, what engaging device was collectively forming with steel reinforcement cage
Support system, further improves the security of occlusion drilled pile, it is ensured that the waterproof effect of occlusion drilled pile.
Further, network 5, network 5 and drilled pile are connected between the both sides edge of adjacent supporting plate 4
The distance and steel reinforcement cage of B3 stake holes inwalls are equal with the distance of drilled pile A stake holes inwalls.In addition, by the positioning of network,
The positioning precision of stake holes when can improve drilling, if encountering supporting plate 4 in drilling, can find that the perpendicularity of drilling does not reach in time
Standard, is rectified a deviation with timely.
Claims (8)
1. one kind occlusion drilled pile, including drilled pile A and drilled pile B, drilled pile A and drilled pile the B alternating are connected, its
It is characterised by：
It is provided between steel reinforcement cage, the adjacent drilled pile A and is connected by engaging device in the drilled pile A；The occlusion
Device includes support unit and connection unit, and the support unit includes two pieces of supporting plates, symmetrically fits in adjacent drilled pile A and sting
The outside in area is closed, the connection unit is connected between two pieces of supporting plates, including quadrate support frame and X-type support, quadrate support
The both sides of frame are connected with two pieces of supporting plates respectively, and X-type support is arranged in quadrate support frame, four interior angles with quadrate support frame
It is connected.
2. occlusion drilled pile according to claim 1, it is characterised in that：
The top of the supporting plate is provided with hole for hoist.
3. occlusion drilled pile according to claim 1 or 2, it is characterised in that：
Network, network and drilled pile B stake holes inwalls are connected between the both sides edge of the adjacent supporting plate
Distance and steel reinforcement cage are equal with the distance of drilled pile A stake holes inwalls.
4. occlusion drilled pile according to claim 1, it is characterised in that：
The supporting plate, quadrate support frame and X-type support are made by steel plate.
5. occlusion drilled pile according to claim 1, it is characterised in that：
Occlusion width >=0.25m of the drilled pile A and drilled pile B.
6. occlusion drilled pile according to claim 1, it is characterised in that：
The connection unit is provided with 2, is symmetrical set in the longitudinal central axis line both sides of supporting plate.
7. occlusion drilled pile according to claim 1, it is characterised in that：
The connection unit is provided with 1, and the longitudinal central axis line of quadrate support frame is overlapped with the longitudinal central axis line of supporting plate.
8. occlusion drilled pile according to claim 3, it is characterised in that：
The height of the network is highly identical with the steel reinforcement cage in drilled pile A.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621308703.1U CN206328750U (en) | 2016-12-01 | 2016-12-01 | One kind occlusion drilled pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621308703.1U CN206328750U (en) | 2016-12-01 | 2016-12-01 | One kind occlusion drilled pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206328750U true CN206328750U (en) | 2017-07-14 |
Family
ID=59288240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621308703.1U Expired - Fee Related CN206328750U (en) | 2016-12-01 | 2016-12-01 | One kind occlusion drilled pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206328750U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042119A (en) * | 2019-12-18 | 2020-04-21 | 付志成 | Prefabricated part, occlusive pile and construction method of occlusive pile |
-
2016
- 2016-12-01 CN CN201621308703.1U patent/CN206328750U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042119A (en) * | 2019-12-18 | 2020-04-21 | 付志成 | Prefabricated part, occlusive pile and construction method of occlusive pile |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170714 Termination date: 20201201 |