CN205776152U - Prestressed anchor waveform sheet pile retaining structure - Google Patents
Prestressed anchor waveform sheet pile retaining structure Download PDFInfo
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- CN205776152U CN205776152U CN201620505144.7U CN201620505144U CN205776152U CN 205776152 U CN205776152 U CN 205776152U CN 201620505144 U CN201620505144 U CN 201620505144U CN 205776152 U CN205776152 U CN 205776152U
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- anchor
- sheet pile
- waveform
- hole
- waveform sheet
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Abstract
The utility model discloses a kind of prestressed anchor waveform sheet pile retaining structure, including waveform sheet pile, anchor hole, anchor pole, described waveform sheet pile includes top board, web and base plate, and section form is rendered as waveform, both sides base plate is respectively provided with a raised line and groove, built-in prestressed reinforcement framework；Top board is provided with the anchor hole passed for anchor pole, the intensive aspect preventing waveform sheet pile stress from concentrating it is provided with at anchor hole, anchor pole is that a single or many tendon utilizes normal pressure or high pressure to be repeatedly in the milk to form, including anchoring section, non-anchored section and anchor head, anchor pole passes anchor hole, anchor pole and waveform sheet pile being connected by anchor head, the anchoring section of anchor pole is arranged in steady soil；Described anchor head include anchor tiltedly hold in the palm, anchorage, concrete sealing off and covering anchorage and mend in anchor hole slurry benefit slurry hole.This utility model production efficiency is high, economizes on material；Reduce sheet pile crash rate, reduce sheet pile horizontal distortion, reach to design requirement；Decrease earthwork excavated volume, increase excavated section and construction space, accelerate efficiency of construction.
Description
Technical field
This utility model relates to a kind of supporting construction, particularly relates to a kind of prestressed anchor waveform sheet pile
Retaining structure.
Background technology
During underground engineering Facilities Construction, keeping foundation ditch and going along with sb. to guard him is stably an important content,
Cast-in-place concrete support pile is one of conventional method as supporting construction.Supporting construction form and kind
Numerous, as Deep-stirred Soil-cement barricade, reinforced cement earth stirring diaphragm wall, cast-in-situ bored pile barricade,
Diaphram wall, precast concrete pile etc..Wherein, high-strength prestressed waveform sheet pile is prefabricated as one
Concrete-pile has structure gear soil cross section greatly because of it compared with traditional concrete support stake, the construction period
Short, the advantages such as construction technology is advanced, develop rapidly during underground engineering Facilities Construction, but its section
Face size is less, and rigidity is less, it is possible to crosses ambassador's sheet pile because of horizontal loading and lost efficacy or deformed excessive,
Design requirement can not be met, even may ftracture because stress is excessive with base plate of foundation pit junction.
At present, waveform sheet pile is mostly rendered as a kind of cantilevered, horizontal lotus as its top of supporting construction
Carrying (water, soil pressure etc.) major part and rely on the strength support of sheet pile itself, therefore sheet pile self bears
Bigger moment of flexure and shearing, under operating mode as bigger in cutting depth, may cross ambassador's sheet pile because of horizontal loading
Lost efficacy or deformed excessive, it is impossible to meeting design requirement, even with foundation ditch (river course etc.) back plate connections
May ftracture because stress is excessive, cause project failure.
Utility model content
This utility model purpose is the advantage utilizing waveform sheet pile and suspension roof support, and exploitation one can be wide
General apply to prop up in the infrastructure constructions such as gear, river course revetment, seashore loke shore, embankment slope at foundation ditch hold
Structure is kept off by the prestressed anchor waveform sheet pile composite support under greater level load case..
For realizing above-mentioned utility model purpose, the technical solution of the utility model is: prestressed anchor ripple
Shape sheet pile retaining structure, including waveform sheet pile, anchor hole, anchor pole, described waveform sheet pile is prestress steel
Tendon concrete structure, including top board, web and base plate, section form is rendered as waveform, two flanks
Plate is respectively provided with a raised line and groove, built-in prestressed reinforcement framework, and thickness is more than 100mm, coagulation
The grade of soil is not less than C40；Top board is provided with the anchor hole passed for anchor pole, and anchor hole is cylinder, anchor
The diameter in hole is more than 50mm, is provided with the intensive aspect preventing waveform sheet pile stress from concentrating at anchor hole, strengthens
Anti-corrosive antirusting paint is scribbled on body；
Anchor pole is that a single or many tendon utilizes normal pressure and high pressure to be repeatedly in the milk to form, including anchoring section,
Non-anchored section and anchor head, anchor pole passes anchor hole, anchor pole and waveform sheet pile is connected by anchor head, anchor pole
Anchoring section be arranged in steady soil, and by design requirement determine the size to anchor pole Shi Hanzhang；
Described anchor head include anchor tiltedly hold in the palm, anchorage, concrete sealing off and covering anchorage and mend in anchor hole slurry benefit slurry hole；
Described anchor pole is socketed with waveform steel pipe and spiral reinforcement through the outer surface of waveform sheet pile.
Preferred as one of the present utility model, described intensive aspect is steel pad.
Preferred as another kind of the present utility model, described anchor pole can also use high-strength steel bar or steel strand
Silk, utilizes normal pressure or high pressure, one or many grouting to form.
The beneficial effects of the utility model are:
The most compared with prior art draw anchor formula waveform sheet pile can factorial praluction, quality controllable, produce effect
Rate is high, it is to avoid the problem that site operation environmental pollution, quality control are difficult, and its sectional dimension is less,
Economize on material；
2. can make full use of the natural action power of ground compared with waveform sheet pile supporting, reduce sheet pile and lost efficacy
Rate, reduces sheet pile horizontal distortion, reaches to design requirement；
3., compared with suspension roof support, engineering excavation face can be set to vertical surface, decreases earthwork excavated volume,
Therefore save financial resources, material resources, but also decrease the environmental pollution caused because of earth excavation, fully
Respond the call of China's Ecological Civilization Construction；
4. can realize constructing without inner support, increase excavated section and construction space, accelerate efficiency of construction,
Shorten the construction period.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is waveform sheet pile schematic cross-section.
Detailed description of the invention
Below in conjunction with accompanying drawing to this utility model, the technical scheme in this utility model embodiment is entered
Row clearly and completely describes.Described embodiment is only that this utility model patent part is implemented
Example rather than all.
Prestressed anchor waveform sheet pile retaining structure, including waveform sheet pile 1, anchor hole 2, anchor pole 3, institute
Stating waveform sheet pile 1 is prestressed reinforced concrete structure, including top board 101, web 102 and base plate
103, section form is rendered as waveform, and both sides base plate 103 is respectively provided with a raised line and groove, built-in
Prestressed reinforcement framework, thickness is more than 100mm, and the grade of concrete is not less than C40；Top board 101
Being provided with the anchor hole 2 passed for anchor pole, anchor hole is cylinder, and the diameter of anchor hole is more than 50mm, anchor hole
It is provided with the intensive aspect 4 preventing waveform sheet pile stress from concentrating at 2, intensive aspect 4 scribbles antiseptic and rustproof painting
Material, described intensive aspect 4 is steel pad；
Anchor pole 2 utilizes normal pressure and high pressure to be repeatedly in the milk for a single or many tendon and forms, including anchoring
Section 201, non-anchored section 202 and anchor head 203, anchor pole 2 is through anchor hole 3, by anchor head 203 by anchor
Bar 2 and waveform sheet pile 1 connect, and the anchoring section 201 of anchor pole 2 is arranged in steady soil, and by setting
Meter requires to determine the size to anchor pole Shi Hanzhang；
Described anchor head 203 include anchor tiltedly hold in the palm 2031, anchorage 2032, concrete sealing off and covering anchorage 2033 and to anchor hole
The interior benefit slurry hole 2034 mending slurry；
Described anchor pole 2 is socketed with waveform steel pipe 5 and spiral reinforcement 6 through the outer surface of waveform sheet pile 1.
Described anchor pole can also be high-strength steel bar or steel hank knotting, utilizes normal pressure or high pressure, one or many
Grouting forms.
Described embodiment is only a part of embodiment of this utility model rather than whole enforcement
Example.Based on the embodiment in this utility model, those of ordinary skill in the art are not making creativeness
The every other embodiment obtained under work premise, broadly falls into the scope of this utility model protection.
Claims (3)
1. prestressed anchor waveform sheet pile retaining structure, it is characterised in that include waveform sheet pile, anchor hole, anchor
Bar, described waveform sheet pile is prestressed reinforced concrete structure, including top board, web and base plate,
Section form is rendered as waveform, and both sides base plate is respectively provided with a raised line and groove, built-in prestressing force
Framework of steel reinforcement, thickness is more than 100mm, and the grade of concrete is not less than C40；Top board is provided with confession
The anchor hole that anchor pole passes, anchor hole is cylinder, and the diameter of anchor hole is more than 50mm, is provided with at anchor hole
The intensive aspect preventing waveform sheet pile stress from concentrating, intensive aspect scribbles anti-corrosive antirusting paint；
Anchor pole is that a single or many tendon utilizes normal pressure and high pressure to be repeatedly in the milk to form, including anchoring section,
Non-anchored section and anchor head, anchor pole passes anchor hole, anchor pole and waveform sheet pile is connected by anchor head, anchor
The anchoring section of bar is arranged in steady soil, and determines anchor pole Shi Hanzhang by design requirement
Size；
Described anchor head include anchor tiltedly hold in the palm, anchorage, concrete sealing off and covering anchorage and mend in anchor hole slurry benefit slurry hole；
Described anchor pole is socketed with waveform steel pipe and spiral reinforcement through the outer surface of waveform sheet pile.
Prestressed anchor waveform sheet pile retaining structure the most according to claim 1, it is characterised in that institute
Stating intensive aspect is steel pad.
Prestressed anchor waveform sheet pile retaining structure the most according to claim 1, it is characterised in that institute
Stating anchor pole and can also use high-strength steel bar or steel hank knotting, utilize normal pressure or high pressure, one or many fills
Slurry forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620505144.7U CN205776152U (en) | 2016-05-27 | 2016-05-27 | Prestressed anchor waveform sheet pile retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620505144.7U CN205776152U (en) | 2016-05-27 | 2016-05-27 | Prestressed anchor waveform sheet pile retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776152U true CN205776152U (en) | 2016-12-07 |
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ID=59979145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620505144.7U Active CN205776152U (en) | 2016-05-27 | 2016-05-27 | Prestressed anchor waveform sheet pile retaining structure |
Country Status (1)
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| CN (1) | CN205776152U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926581A (en) * | 2016-05-27 | 2016-09-07 | 福建工程学院 | Pre-stressed anchor rod corrugated plate pile supporting and retaining structure |
| CN110410121A (en) * | 2019-08-09 | 2019-11-05 | 华北水利水电大学 | A kind of fragmented rock body anchor bar suspension device |
-
2016
- 2016-05-27 CN CN201620505144.7U patent/CN205776152U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926581A (en) * | 2016-05-27 | 2016-09-07 | 福建工程学院 | Pre-stressed anchor rod corrugated plate pile supporting and retaining structure |
| CN110410121A (en) * | 2019-08-09 | 2019-11-05 | 华北水利水电大学 | A kind of fragmented rock body anchor bar suspension device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |