CN110029685A - A kind of pile drawing anchor barricade fabricated construction - Google Patents
A kind of pile drawing anchor barricade fabricated construction Download PDFInfo
- Publication number
- CN110029685A CN110029685A CN201910302882.XA CN201910302882A CN110029685A CN 110029685 A CN110029685 A CN 110029685A CN 201910302882 A CN201910302882 A CN 201910302882A CN 110029685 A CN110029685 A CN 110029685A
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- Prior art keywords
- barricade
- pile
- anchor
- draws
- coupling beam
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- 238000010276 construction Methods 0.000 title claims abstract description 30
- 230000008878 coupling Effects 0.000 claims abstract description 31
- 238000010168 coupling process Methods 0.000 claims abstract description 31
- 238000005859 coupling reaction Methods 0.000 claims abstract description 31
- 230000005641 tunneling Effects 0.000 claims description 12
- 230000008093 supporting effect Effects 0.000 abstract description 4
- 238000010606 normalization Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 239000002689 soil Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Environmental & Geological Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a kind of piles to draw anchor barricade fabricated construction, including the vertical bearing pile of multiple groups, pile cover is equipped at the top of the vertical bearing pile, coupling beam is equipped between the adjacent pile cover, it is respectively equipped with pile on pile cover described in every group of outside stake and draws anchor barricade, the pile draws anchor barricade side to be equipped with counterfort, and the pile draws the anchor barricade other side to be equipped with drag-line, and the drag-line is connected with the pile cover of inboard stake, coupling beam described in every group of outside stake is equipped with prefabricated barricade.It is prefabricated in factory normalization the invention has the advantages that: using, the period of construction is effectively shortened, shape is neat, succinct, and it is more beautiful, while achieving better supporting effect.
Description
Technical field
The present invention relates to technical field of civil engineering, it particularly relates to which a kind of pile draws anchor barricade fabricated construction.
Background technique
Currently, various regions urbanization process is constantly accelerated, the newly-built urban construction dynamics with rebuilding old road of dilatation is continuously improved,
Traditional embankment retaining wall is mostly worker's construction at the scene, and mechanization degree is low, and the construction period is long, is developed rapidly in economy
Today, be already not suitable with expanding economy demand.
For the problems in the relevant technologies, currently no effective solution has been proposed.
Summary of the invention
For above-mentioned technical problem in the related technology, the present invention proposes that a kind of pile draws anchor barricade fabricated construction, energy
Enough solution mechanization degrees are low, and the construction period is long, high construction cost, the problem of construct effects of biology difference.
To realize the above-mentioned technical purpose, the technical scheme of the present invention is realized as follows:
A kind of pile drawing anchor barricade fabricated construction, including the vertical bearing pile of multiple groups, the vertical bearing pile top are equipped with pile cover,
It is equipped with coupling beam between the adjacent pile cover, is respectively equipped with pile on pile cover described in every group of outside stake and draws anchor barricade, the pile
Anchor barricade side is drawn to be equipped with counterfort, the pile draws the anchor barricade other side to be equipped with drag-line, and the drag-line and inboard stake is described
Pile cover is connected, and coupling beam described in every group of outside stake is equipped with prefabricated barricade, and the prefabricated barricade is located at the adjacent pile and draws
Between anchor barricade.
Further, the pile cover is equipped with deformed bar, and it includes drawing anchor barricade vertical plate, institute that the pile, which draws anchor barricade,
It states and anchor barricade vertical plate is drawn to be equipped with through-hole corresponding with the deformed bar, the deformed bar is connected with the through-hole
It connects.
Further, the counterfort is set to the outside that the barricade draws anchor barricade vertical plate, and the drag-line is set to described
The inboard of barricade drawing anchor barricade vertical plate.
Further, the drawing anchor barricade vertical plate be equipped with anchor hole corresponding with the drag-line, the anchor hole with
The drag-line top is connected.
Further, it is equipped with the first tongue-and-groove at left and right sides of the drawing anchor barricade vertical plate, is set at left and right sides of the prefabricated barricade
There is the first tenon corresponding with first tongue-and-groove, first tongue-and-groove is connected with first tenon.
Further, the coupling beam includes tunneling boring coupling beam and half section coupling beam, wherein described in longitudinally outboard is every group adjacent
It is connected between pile cover by the tunneling boring coupling beam, passes through the half section coupling beam phase between pile cover described in laterally adjacent every group
Connection.
Further, the tunneling boring coupling beam is equipped with the second tongue-and-groove, and the prefabricated barricade bottom end is equipped with and described second
Corresponding second tenon of tongue-and-groove, second tongue-and-groove are connected with second tenon.
Further, the prefabricated barricade is equipped with several drainage holes.
Beneficial effects of the present invention: use is prefabricated in factory normalization, effectively shortens the period of construction, shape is whole
Together, succinctly, more beautiful, while achieving better supporting effect.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the overall structure diagram that the pile described according to embodiments of the present invention draws anchor barricade fabricated construction；
Fig. 2 is the overall structure diagram that the pile described according to embodiments of the present invention draws anchor barricade；
Fig. 3 is the structural schematic diagram that the pile described according to embodiments of the present invention draws anchor barricade fabricated construction；
Fig. 4 is the structural schematic diagram of the prefabricated barricade described according to embodiments of the present invention；
Fig. 5 is the structural schematic diagram of the pile cover reserved steel bar described according to embodiments of the present invention；
Fig. 6 is the structural schematic diagram of the anchor-hold described according to embodiments of the present invention；
Fig. 7 is the structural schematic diagram of the first described according to embodiments of the present invention skeleton；
Fig. 8 is the second described according to embodiments of the present invention structural schematic diagram.
In figure:
10, the vertical bearing pile of multiple groups；
20, pile cover；21, deformed bar；
30, tunneling boring coupling beam；31, the second tongue-and-groove；
40, half section coupling beam；
50, pile draws anchor barricade；51, counterfort；52, drag-line；53, through-hole；54, the first tongue-and-groove；55, anchor hole；56, it keeps off
Wall draws anchor barricade vertical plate；57, the first skeleton；
60, prefabricated barricade；61, the first tenon；62, the second tenon；63, drainage hole；64, the second skeleton；
70, anchor head；71, steel plate washer；72, anchorage.
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, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art's every other embodiment obtained belong to what the present invention protected
Range.
As shown in figures 1-8, a kind of pile according to embodiments of the present invention draws anchor barricade fabricated construction, including multiple groups
Vertical bearing pile 10 is equipped with pile cover 20 at the top of the vertical bearing pile 10, coupling beam, outside stake is equipped between the adjacent pile cover 20
Every group described in be respectively equipped with pile on pile cover 20 and draw anchor barricade 50, it is that assembled pile draws anchor barricade that pile, which draws anchor barricade 50,
The pile draws 50 side of anchor barricade to be equipped with counterfort 51, and the pile draws 50 other side of anchor barricade to be equipped with drag-line 52, and drag-line 52
One end and the pile cover 20 of inboard stake be attached, coupling beam described in every group of outside stake is equipped with prefabricated barricade 60, and described prefabricated
Barricade 60 is located at the adjacent pile and draws between anchor barricade 50, and prefabricated barricade 60 is formed according to the second skeleton 64 is prefabricated, prefabricated gear
Wall 60 is inserted between longitudinally adjacent pile cover 20, and the second skeleton 64 is also framework of steel reinforcement.
In one particular embodiment of the present invention, the pile cover 20 is equipped with deformed bar 21, i.e., in the outer of longitudinal direction
Vertically reserved deformed bar 21 is stretched out on side stake pile cover 20, it includes drawing anchor barricade vertical plate 56 that the pile, which draws anchor barricade 50,
The drawing anchor barricade vertical plate 56 is equipped with through-hole 53 corresponding with the deformed bar 21, the deformed bar 21 and institute
Through-hole 53 is stated to be connected；Through-hole 53 is reinforced hole, in use, by the assembled pile prefabricated according to the first skeleton 57 in factory
Drawing to be reserved on anchor barricade 50 draws the reinforced hole in anchor barricade vertical plate 56 to be aligned in pre- answering of reserving on longitudinally outboard stake pile cover 20
Power reinforcing bar 21, the first skeleton 57 are framework of steel reinforcement.
In one particular embodiment of the present invention, the counterfort 51 is set to the barricade and draws the outer of anchor barricade vertical plate 56
Side, the drag-line 52 are set to the inboard that the barricade draws anchor barricade vertical plate 56, i.e., will be equipped with 51 side of counterfort towards outside, and be equipped with and draw
Anchor barricade 50 is drawn to be installed on longitudinally outboard stake pile cover 20 towards inboard, assembled pile in 52 side of rope.
In one particular embodiment of the present invention, the drawing anchor barricade vertical plate 56 is equipped with corresponding with the drag-line 52
Anchor hole 55, the anchor hole 55 is connected with 52 top of drag-line, i.e., 52 other end of drag-line passes through reserved anchor hole
55, prestressing force grading tension is carried out to drag-line 52, after tensioning, is compensated tensioning, stretch-draw prestressing force after a period of time
The soil pressure of embankment filled soil generation can be extremely resisted, and pads upper steel plate washer 71 on the outside, while being performed in steel plate washer with anchorage 72
Drag-line 52 is anchored on 71, and the anchor head 70 being made of steel plate washer 71 and anchorage 72 is protected with concreting；To anchor hole 55
Hole carries out grouting treatment, and reinforcing bar is protected not corroded.
In one particular embodiment of the present invention, the first tongue-and-groove 54 is equipped at left and right sides of the drawing anchor barricade vertical plate 56,
Be equipped with first tenon 61 corresponding with first tongue-and-groove 54 at left and right sides of the prefabricated barricade 60, first tongue-and-groove 54 with
First tenon 61 is connected, i.e., the first tenon 61 is directed at the first tongue-and-groove 54.
In one particular embodiment of the present invention, the coupling beam includes tunneling boring coupling beam 30 and half section coupling beam 40,
In, it is connected between pile cover 20 described in longitudinally outboard is every group adjacent by the tunneling boring coupling beam 30, described in laterally adjacent every group
It is connected between pile cover 20 by the half section coupling beam 40.
In one particular embodiment of the present invention, the tunneling boring coupling beam 30 is equipped with the second tongue-and-groove 31, described prefabricated
60 bottom end of barricade is equipped with second tenon 62 corresponding with second tongue-and-groove 31, second tongue-and-groove 31 and second tenon
62 are connected, i.e. the second tenon 62 is directed at the second tongue-and-groove 31, and the second tenon 62 is installed in tunneling boring coupling beam 30.
In one particular embodiment of the present invention, the prefabricated barricade 60 is equipped with several drainage holes 63.
In order to facilitate understanding above-mentioned technical proposal of the invention, below by way of in specifically used mode to of the invention above-mentioned
Technical solution is described in detail.
When specifically used, pile according to the present invention draws anchor barricade fabricated construction, by vertical bearing pile 10, stake
Cap 20 and assembled pile draw the connection of anchor barricade 50 to form whole, the more preferable transversely deforming that must constrain embankment, perform first vertical
Bearing pile 10 and pile cover 20, pile cover 20 perform above vertical 10 center of bearing pile, by longitudinally adjacent outside stake pile cover
20 form entirety with the connection of tunneling boring coupling beam 30, and laterally adjacent pile cover 20 is connected with half section coupling beam 40, reinforce pile and draw anchor
The supporting effect of barricade 50 and prefabricated barricade 60；51 side of counterfort will be equipped with towards outside, be equipped with 52 side of drag-line towards inboard, assembly
Formula pile draws anchor barricade 50 to be installed on longitudinally outboard stake pile cover 20.The pile cover 20 of one end of drag-line 52 and inboard stake is connected
It connects, other end drag-line passes through reserved anchor hole 55, prestressing force grading tension is carried out to drag-line, after tensioning, by one section
Time compensates tensioning, stretch-draw prestressing force to the soil pressure that can resist embankment filled soil generation, and pads upper steel plate washer on the outside
71, while being performed with anchorage 72 and anchoring drag-line on steel plate washer 71, and protected with concreting and be made of steel plate washer and anchorage
Anchor head 70.
In conclusion by means of above-mentioned technical proposal of the invention, using prefabricated in factory normalization, effectively shorten
In the period of construction, shape is neat, succinct, more beautiful, while achieving better supporting effect, i.e., pre- using batch production standard
System and in-site installation construction, shorten the completion time of project, and prefabricated construction quality is easily controllable, and wall is light and small and takes up an area less, ground
Base requirement for bearing capacity is lower, and foundation condition is poor and building stones lack area can be used, especially suitable for large- and-medium size cities road
And bridge lead the way construction period it is nervous, around have building limitation, traffic pressure big and the embankments earth-retainings such as foundation bearing capacity is poor
Wall construction.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (8)
1. a kind of pile draws anchor barricade fabricated construction, including the vertical bearing pile of multiple groups (10), vertical bearing pile (10) top
Portion is equipped with pile cover (20), and coupling beam is equipped between the adjacent pile cover (20), which is characterized in that pile cover described in every group of outside stake
(20) it is respectively equipped with pile on and draws anchor barricade (50), the pile draws anchor barricade (50) side to be equipped with counterfort (51), the pile
Anchor barricade (50) other side is drawn to be equipped with drag-line (52), and the drag-line (52) is connected with the pile cover (20) of inboard stake, outside
Coupling beam described in every group of side stake is equipped with prefabricated barricade (60).
2. pile according to claim 1 draws anchor barricade fabricated construction, which is characterized in that the pile cover (20) is equipped with
Deformed bar (21), it includes drawing anchor barricade vertical plate (56) that the pile, which draws anchor barricade (50), the drawing anchor barricade vertical plate (56)
It is equipped with through-hole (53) corresponding with the deformed bar (21), the deformed bar (21) and the through-hole (53) phase
Connection.
3. pile according to claim 2 draws anchor barricade fabricated construction, which is characterized in that the counterfort (51) is set to
The barricade draws the outside of anchor barricade vertical plate (56), and the drag-line (52) is set to the barricade and draws anchor barricade vertical plate (56) inner
Side.
4. pile according to claim 2 draws anchor barricade fabricated construction, which is characterized in that the drawing anchor barricade vertical plate
(56) anchor hole (55) corresponding with the drag-line (52), the anchor hole (55) and the drag-line (52) top phase are equipped with
Connection.
5. pile according to claim 2 draws anchor barricade fabricated construction, which is characterized in that the drawing anchor barricade vertical plate
(56) left and right sides is equipped with the first tongue-and-groove (54), is equipped with and the first tongue-and-groove (54) phase at left and right sides of the prefabricated barricade (60)
Corresponding first tenon (61), first tongue-and-groove (54) are connected with first tenon (61).
6. pile according to claim 1 draws anchor barricade fabricated construction, which is characterized in that the coupling beam includes tunneling boring
Coupling beam (30) and half section coupling beam (40), wherein pass through the tunneling boring between pile cover (20) described in longitudinally outboard is every group adjacent
Coupling beam (30) is connected, and is connected between pile cover (20) described in laterally adjacent every group by the half section coupling beam (40).
7. pile according to claim 6 draws anchor barricade fabricated construction, which is characterized in that the tunneling boring coupling beam (30)
It is equipped with the second tongue-and-groove (31), prefabricated barricade (60) bottom end is equipped with the second tenon corresponding with the second tongue-and-groove (31)
(62), second tongue-and-groove (31) is connected with second tenon (62).
8. pile according to claim 1-7 draws anchor barricade fabricated construction, which is characterized in that the prefabricated gear
Wall (60) is equipped with several drainage holes (63).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910302882.XA CN110029685A (en) | 2019-04-16 | 2019-04-16 | A kind of pile drawing anchor barricade fabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910302882.XA CN110029685A (en) | 2019-04-16 | 2019-04-16 | A kind of pile drawing anchor barricade fabricated construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029685A true CN110029685A (en) | 2019-07-19 |
Family
ID=67238533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910302882.XA Pending CN110029685A (en) | 2019-04-16 | 2019-04-16 | A kind of pile drawing anchor barricade fabricated construction |
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| Country | Link |
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| CN (1) | CN110029685A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344833A (en) * | 2019-08-16 | 2019-10-18 | 招商局重庆交通科研设计院有限公司 | Tunnel excavation support structure and method for tunnel construction |
| CN111794268A (en) * | 2020-06-01 | 2020-10-20 | 中铁大桥科学研究院有限公司 | Composite retaining wall and construction method thereof |
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| CN106702840A (en) * | 2017-02-10 | 2017-05-24 | 湖南大学 | Anchored pile reinforced earth retaining wall embankment for treating shoreside soft soil roadbed |
| CN107130613A (en) * | 2017-05-19 | 2017-09-05 | 重庆大学 | Large span tunnel is just wearing the retaining structure and its construction method of existing barricade |
| CN108277814A (en) * | 2018-04-11 | 2018-07-13 | 王凯 | Stake top counterfort wall supporting construction and construction method |
| CN108560348A (en) * | 2018-06-05 | 2018-09-21 | 武汉理工大学 | Pile formula barricade embankment |
| CN210597363U (en) * | 2019-04-16 | 2020-05-22 | 中铁建设集团有限公司 | Pile bearing anchor retaining wall assembly type structure |
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2019
- 2019-04-16 CN CN201910302882.XA patent/CN110029685A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205116217U (en) * | 2015-10-30 | 2016-03-30 | 正平路桥建设股份有限公司 | Height is filled and is prefabricated cast -in -place combination formula stake siding wall protective structure |
| CN106702840A (en) * | 2017-02-10 | 2017-05-24 | 湖南大学 | Anchored pile reinforced earth retaining wall embankment for treating shoreside soft soil roadbed |
| CN107130613A (en) * | 2017-05-19 | 2017-09-05 | 重庆大学 | Large span tunnel is just wearing the retaining structure and its construction method of existing barricade |
| CN108277814A (en) * | 2018-04-11 | 2018-07-13 | 王凯 | Stake top counterfort wall supporting construction and construction method |
| CN108560348A (en) * | 2018-06-05 | 2018-09-21 | 武汉理工大学 | Pile formula barricade embankment |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344833A (en) * | 2019-08-16 | 2019-10-18 | 招商局重庆交通科研设计院有限公司 | Tunnel excavation support structure and method for tunnel construction |
| CN111794268A (en) * | 2020-06-01 | 2020-10-20 | 中铁大桥科学研究院有限公司 | Composite retaining wall and construction method thereof |
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