CN208586606U - A kind of retaining wall device for manual hole digging pile - Google Patents
A kind of retaining wall device for manual hole digging pile Download PDFInfo
- Publication number
- CN208586606U CN208586606U CN201821079639.3U CN201821079639U CN208586606U CN 208586606 U CN208586606 U CN 208586606U CN 201821079639 U CN201821079639 U CN 201821079639U CN 208586606 U CN208586606 U CN 208586606U
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- China
- Prior art keywords
- longitudinal
- reinforcing bar
- reinforcement
- wire fabric
- support reinforcing
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Abstract
The utility model discloses a kind of retaining wall device for manual hole digging pile, the inner wall of borehole pile lining is equipped with longitudinal outer support reinforcing bar, round protection wire fabric reinforcement is welded on the inside of longitudinal outer support reinforcing bar, round protection wire fabric reinforcement is equipped with circular aperture, the inner wall of round protection wire fabric reinforcement is equipped with longitudinal inner support framework of steel reinforcement, the top of borehole pile lining is equipped with toroidal cavity, the edge and outlet pipe of toroidal cavity are through connection, toroidal cavity is equipped with water inlet, the upper surface of toroidal cavity is equipped with guide post, guide post is equipped with ball, the bottom of borehole pile lining is equipped with the cylindrical recesses being clamped with guide post.The utility model can be effectively prevented stake holes collapsing, guarantee artificial digging pile pore-forming when encountering quicksand, mud, avoid that construction period is brought to postpone and bring economic loss because of stake holes collapsing problem；The utility model can reduce the friction between stake holes inner wall and borehole pile lining outer wall, convenient for borehole pile lining to be put into stake holes.
Description
Technical field
The utility model relates to retaining wall device for manual hole digging pile technical field, specially a kind of man-made digging pile mould-pipe dress
It sets.
Background technique
Artificial digging pile refer to cut the earth with manpower, cast-in-situ concrete pile, cushion cap is set above stake, then drawn with apron piece
It ties, link, make each uniform force distribution to support whole building, but it is still deposited during actual use
In following drawback:
Existing artificial digging pile by panelling construction guarantee pore-forming, but existing dado structure encounter quicksand, mud it is serious when
Just it can not construct, it cannot be guaranteed that artificial digging pile pore-forming, increases construction cost and period, while bringing huge economic losses.
Utility model content
The purpose of this utility model is to provide a kind of retaining wall device for manual hole digging pile, to solve to mention in above-mentioned background technique
Out the problem of.
To achieve the above object, the utility model provides the following technical solutions: a kind of retaining wall device for manual hole digging pile, including
Borehole pile lining, longitudinal outer support reinforcing bar, round protection wire fabric reinforcement, longitudinal inner support framework of steel reinforcement and steel wire connection fastener, institute
The inner wall for stating borehole pile lining is equipped with longitudinal outer support reinforcing bar, and round protection steel wire is welded on the inside of the longitudinal direction outer support reinforcing bar
Net, it is described circle protection wire fabric reinforcement on circumferential steel wire be fixed on longitudinal steel wire by steel wire connection fastener, the circle
Protection wire fabric reinforcement is equipped with circular aperture, and the inner wall of the circle protection wire fabric reinforcement is equipped with longitudinal inner support framework of steel reinforcement, described
The top of borehole pile lining is equipped with toroidal cavity, and the edge and outlet pipe of the toroidal cavity are in connection, the toroidal cavity
Equipped with water inlet, the upper surface of the toroidal cavity is equipped with guide post, and the guide post is equipped with ball, the borehole pile lining
Bottom is equipped with the cylindrical recesses being clamped with guide post.
Preferably, the outlet pipe is downward opening L-shaped structure, and the outlet pipe is equipped with multiple groups, is discharged described in multiple groups
Pipe arranges at the edge of toroidal cavity in equidistant ring.
Preferably, the ball is equipped with multiple groups, and ball described in multiple groups is in the outer surface of guide post around the central axis of guide post
Line is arranged in equidistant ring.
Preferably, longitudinal outer support reinforcing bar is equipped with four groups, and outer support reinforcing bar in longitudinal direction is in borehole pile lining described in four groups
Inner wall is arranged in equidistant ring, and four groups of longitudinal direction outer support reinforcing bars are the spiral that diameter is 22 millimeters.
Preferably, the lateral separation of the circular aperture and longitudinal gap are 100 millimeters, and the ruler of the circular aperture
Very little is 5 millimeters.
Preferably, longitudinal inner support framework of steel reinforcement is arranged in the inner wall of round protection wire fabric reinforcement in equidistant ring, and
The longitudinal direction inner support framework of steel reinforcement is equipped with 12 groups, and 12 groups of longitudinal direction inner support frameworks of steel reinforcement are the spiral shell that diameter is 18 millimeters
Line reinforcing bar.
Preferably, longitudinal outer support reinforcing bar, round protection wire fabric reinforcement and longitudinal inner support framework of steel reinforcement are equipped with more
Section, and the length of each section of longitudinal outer support reinforcing bar, round protection wire fabric reinforcement and longitudinal inner support framework of steel reinforcement is 1
Rice, between the section and section of the longitudinal direction outer support reinforcing bar, between the section and section of round protection wire fabric reinforcement and longitudinal inner support reinforcing bar
Welding manner is all made of between the section and section of skeleton to be attached.
Compared with prior art, the utility model has the beneficial effects that the utility model structure setting is reasonable, it is functional
By force, it has the advantage that
1. the utility model when encountering quicksand, mud, can be effectively prevented stake holes collapsing, guarantee manually digging hole
Stake pore-forming avoids that construction period is brought to postpone and bring economic loss because of stake holes collapsing problem；
2. filled water in the toroidal cavity that the borehole pile lining of the utility model is equipped with, so that water flow is from outlet pipe
The outer wall surface along borehole pile lining flows down out, to play the role of lubricating borehole pile lining, can reduce stake holes inner wall and borehole
Friction between pile lining outer wall, convenient for borehole pile lining to be put into stake holes；
3. the top surface edge of borehole pile lining is equipped with the guide post in equidistant ring arrangement, and the bottom edge of borehole pile lining
Equipped with the cylindrical recesses to match, so as to play the role of guiding, and make the connection between each segment of borehole pile lining
More securely.
Detailed description of the invention
Fig. 1 is the utility model top view；
Fig. 2 is the cross-sectional view of A section in Fig. 1；
Fig. 3 is the utility model side view.
In figure: borehole pile lining 1, longitudinal outer support reinforcing bar 2, round protection wire fabric reinforcement 3, longitudinal inner support framework of steel reinforcement 4, steel
Silk screen connection fastener 5, circular aperture 6, toroidal cavity 7, ball 8, outlet pipe 9, cylindrical recesses 10, water inlet 11, guide post 12.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of retaining wall device for manual hole digging pile, including dig
Hole pile lining 1, longitudinal outer support reinforcing bar 2, round protection wire fabric reinforcement 3, longitudinal inner support framework of steel reinforcement 4 and steel wire connection fastener 5,
The inner wall of borehole pile lining 1 is equipped with longitudinal outer support reinforcing bar 2, and the inside of longitudinal outer support reinforcing bar 2 is welded with round protection wire fabric reinforcement
3, the circumferential steel wire on round protection wire fabric reinforcement 3 is fixed on longitudinal steel wire by steel wire connection fastener 5, circle protection steel wire
Net 3 is equipped with circular aperture 6, and the inner wall of round protection wire fabric reinforcement 3 is equipped with longitudinal inner support framework of steel reinforcement 4, the top of borehole pile lining 1
Portion is equipped with toroidal cavity 7, and through connection, toroidal cavity 7 is equipped with water inlet 11, annular at the edge and outlet pipe 9 of toroidal cavity 7
The upper surface of cavity 7 is equipped with guide post 12, and guide post 12 is equipped with ball 8, the bottom of borehole pile lining 1 be equipped with guide post 12 into
The cylindrical recesses 10 of row clamping.
Further, outlet pipe 9 is downward opening L-shaped structure, and outlet pipe 9 is equipped with multiple groups, and multiple groups outlet pipe 9 is in annular
The edge of cavity 7 is arranged in equidistant ring；
Further, ball 8 is equipped with multiple groups, and multiple groups ball 8 is in the outer surface of guide post 12 around the central axis of guide post 12
Line is arranged in equidistant ring；
Further, longitudinal outer support reinforcing bar 2 is equipped with four groups, inner wall of four groups of longitudinal direction outer support reinforcing bars 2 in borehole pile lining 1
It is arranged in equidistant ring, four groups of longitudinal direction outer support reinforcing bars 2 are the spiral that diameter is 22 millimeters；
Further, the lateral separation of circular aperture 6 and longitudinal gap are 100 millimeters, and the size of circular aperture 6 is
5 millimeters；
Further, longitudinal inner support framework of steel reinforcement 4 is arranged in the inner wall of round protection wire fabric reinforcement 3 in equidistant ring, and
Longitudinal inner support framework of steel reinforcement 4 is equipped with 12 groups, and 12 groups of longitudinal direction inner support frameworks of steel reinforcement 4 are the screw thread that diameter is 18 millimeters
Reinforcing bar；
Further, longitudinal outer support reinforcing bar 2, round protection wire fabric reinforcement 3 and longitudinal inner support framework of steel reinforcement 4 are equipped with more
Section, and the length of each section of longitudinal outer support reinforcing bar 2, round protection wire fabric reinforcement 3 and longitudinal inner support framework of steel reinforcement 4 is 1
Rice, between the section and section of longitudinal outer support reinforcing bar 2, between the section and section of round protection wire fabric reinforcement 3 and longitudinal inner support reinforcing bar
Welding manner is all made of between the section and section of frame 4 to be attached.
Working principle: the utility model during the work time, excavate into stake holes by face position in situ first, works as cutting depth
When reaching 2m, longitudinal outer support reinforcing bar 2, round protection wire fabric reinforcement 3 and longitudinal inner support framework of steel reinforcement 4 are welded together
Be placed under two segments of breast wall apparatus excavate hole in, then again decentralization segment top surface weld another segment, then proceed to
Lower excavation gradually declines with constantly intensification breast wall apparatus is excavated, since round protection wire fabric reinforcement 3 is in longitudinal outer support reinforcing bar 2
Surrounding sundries can be prevented to enter in construction site under protection with longitudinal inner support framework of steel reinforcement 4, play certain safety
Effect can directly carry out the next step construction after caisson reaches projected depth, complete man-made digging pile mould-pipe, be suitble to push away
Extensively.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of retaining wall device for manual hole digging pile, including borehole pile lining (1), longitudinal outer support reinforcing bar (2), round protection wire fabric reinforcement
(3), longitudinal inner support framework of steel reinforcement (4) and steel wire connection fastener (5), it is characterised in that: the inner wall of the borehole pile lining (1)
Equipped with longitudinal outer support reinforcing bar (2), it is welded with round protection wire fabric reinforcement (3) on the inside of the longitudinal direction outer support reinforcing bar (2), it is described
Circumferential steel wire on round protection wire fabric reinforcement (3) is fixed on longitudinal steel wire by steel wire connection fastener (5), described round anti-
It protects steel wire (3) and is equipped with circular aperture (6), the inner wall of the circle protection wire fabric reinforcement (3) is equipped with longitudinal inner support reinforcing bar
The top of frame (4), the borehole pile lining (1) is equipped with toroidal cavity (7), and edge and the outlet pipe (9) of the toroidal cavity (7) pass through
Connection is worn, the toroidal cavity (7) is equipped with water inlet (11), and the upper surface of the toroidal cavity (7) is equipped with guide post (12),
The guide post (12) is equipped with ball (8), and the bottom of the borehole pile lining (1) is equipped with the column being clamped with guide post (12)
Shape groove (10).
2. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the outlet pipe (9) is to open
The L-shaped structure of mouth down, the outlet pipe (9) are equipped with multiple groups, and outlet pipe (9) described in multiple groups is at the edge of toroidal cavity (7)
Equidistant ring arrangement.
3. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the ball (8) is equipped with more
Group, ball (8) described in multiple groups are arranged around the central axis of guide post (12) in equidistant ring in the outer surface of guide post (12).
4. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the longitudinal direction outer support reinforcing bar
(2) four groups are equipped with, longitudinal direction outer support reinforcing bar (2) described in four groups is arranged in the inner wall of borehole pile lining (1) in equidistant ring, and four groups vertical
Outside spacer bar (2) is the spiral that diameter is 22 millimeters.
5. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the circular aperture (6)
Lateral separation and longitudinal gap are 100 millimeters, and the size of the circular aperture (6) is 5 millimeters.
6. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the longitudinal direction inner support reinforcing bar
Skeleton (4) is arranged in the inner wall of round protection wire fabric reinforcement (3) in equidistant ring, and longitudinal inner support framework of steel reinforcement (4) sets
There are 12 groups, 12 groups of longitudinal direction inner support frameworks of steel reinforcement (4) are the spiral that diameter is 18 millimeters.
7. a kind of retaining wall device for manual hole digging pile according to claim 1, it is characterised in that: the longitudinal direction outer support reinforcing bar
(2), round protection wire fabric reinforcement (3) and longitudinal inner support framework of steel reinforcement (4) are equipped with more piece, and longitudinal outer support reinforcing bar
(2), the length of each section of round protection wire fabric reinforcement (3) and longitudinal inner support framework of steel reinforcement (4) is 1 meter, outside the longitudinal direction
Between the section and section of spacer bar (2), between the section and section of round protection wire fabric reinforcement (3) and longitudinal direction inner support framework of steel reinforcement (4)
Section and section between be all made of welding manner and be attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821079639.3U CN208586606U (en) | 2018-07-09 | 2018-07-09 | A kind of retaining wall device for manual hole digging pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821079639.3U CN208586606U (en) | 2018-07-09 | 2018-07-09 | A kind of retaining wall device for manual hole digging pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208586606U true CN208586606U (en) | 2019-03-08 |
Family
ID=65540582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821079639.3U Expired - Fee Related CN208586606U (en) | 2018-07-09 | 2018-07-09 | A kind of retaining wall device for manual hole digging pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208586606U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824425A (en) * | 2018-07-09 | 2018-11-16 | 贵州新联***工程集团有限公司 | A kind of retaining wall device for manual hole digging pile |
| CN110985000A (en) * | 2019-11-28 | 2020-04-10 | 苏州中车建设工程有限公司 | Vertical shaft annular steel support assembly and construction method |
-
2018
- 2018-07-09 CN CN201821079639.3U patent/CN208586606U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824425A (en) * | 2018-07-09 | 2018-11-16 | 贵州新联***工程集团有限公司 | A kind of retaining wall device for manual hole digging pile |
| CN110985000A (en) * | 2019-11-28 | 2020-04-10 | 苏州中车建设工程有限公司 | Vertical shaft annular steel support assembly and construction method |
| CN110985000B (en) * | 2019-11-28 | 2021-06-15 | 苏州中车建设工程有限公司 | Vertical shaft annular steel support assembly and construction method |
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| 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: 20190308 |
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| CF01 | Termination of patent right due to non-payment of annual fee |