CN204728288U - Chain prefabricated section mask anti-scour trench - Google Patents
Chain prefabricated section mask anti-scour trench Download PDFInfo
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- CN204728288U CN204728288U CN201520436168.7U CN201520436168U CN204728288U CN 204728288 U CN204728288 U CN 204728288U CN 201520436168 U CN201520436168 U CN 201520436168U CN 204728288 U CN204728288 U CN 204728288U
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- prefabricated section
- chain
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Abstract
Chain prefabricated section mask anti-scour trench, comprise chain prefabricated section mask, riprap layer and apron bottom land extension, apron bottom land extension is positioned at bottom, and riprap layer throwing is in apron bottom land extension with on its face, riverbed be connected mutually; Chain prefabricated section mask is arranged on above riprap layer.Prefabricated section mask comprises prefabricated section, chain rope, anchoring pier, anchoring beam and anchorage head, prefabricated section divides A type and Type B two kinds, Type B prefabricated section only Parallel to the flow direction center is provided with through chain hole, and the center of A type prefabricated section Parallel to the flow direction and Transverse to the flow direction is equipped with through chain hole; Chain rope penetrates chain hole series winding prefabricated section, and the one end, upstream of the chain rope that Parallel to the flow direction is arranged is anchored in anchoring pier, and one end, downstream is anchored in anchoring beam, and the chain rope two ends that Transverse to the flow direction is arranged all are anchored in anchorage head.Not only adaptive deformation ability is strong, water permeability is strong for the utility model, roughness is high, and environmental protection, economy, good endurance, wide adaptability.
Description
Technical field
The utility model relates to the anti-scour trench in a kind of hydraulic engineering, is specifically related to the one chain prefabricated section mask anti-scour trench in river channel multi-purpose project.
Background technology
Be built in the river channel multi-purpose project on alluvial deposit foundation, because letdown flow is large, require high to energy dissipating and protection against erosion, dissipation and scouring facility is engineering structures security concern position, be related to the security of operation of multi-purpose project, anti-scour trench structure, as the transition structure of river bottom protection or apron and original bed, should have certain flexibility, water permeability and surface roughness.
Anti-scour trench on alluvial deposit foundation, can be divided into jackstone anti-scour trench and key-wall formula anti-scour trench two class by structural shape, and wherein jackstone anti-scour trench is because good with all kinds of soil property associativity in riverbed, applies more more extensive.
Chinese patent CN203782664U discloses a kind of anti-washing structure of Sandy Soil Foundation sluice, arrange steel sheet pile again to dam wall in jackstone anti-scour trench upstream, combine the feature of jackstone anti-scour trench and key-wall formula anti-scour trench, both osmotic pressure can be reduced, can strengthen impact resistance again, but steel sheet pile costly, economy is poor, if basis is closely knit sand gravel and cobble, then steel sheet pile construction also can have difficulties.
Jackstone anti-scour trench has the single structure all adopting jackstone, also has bottom to be jackstone, and set up defences the diadactic structure of cushioning layer in surface, common wash-prime coat structure has concrete precast block erosion control row, the alloy steel string bag, Reynolds mat etc.
Concrete precast block erosion control mining edge establishes the precast concrete block of faulting of slab ends to overlap up and down, surfacing, for clay or mud soil property riverbed effect better, but on sandy soil basis, due to basic highly permeable, and the prefabricated section globality of splicing and bad hydraulic permeability, easily by seepage failure.
The alloy steel string bag adopts alloy-steel wire material to work out, its in-built fill block stone, becomes pocket shape after closing in colligation, have that water permeability is strong, adaptive deformation ability strong, surface roughness advantages of higher as anti-scour trench surface wash-prime coat, but because required alloy-steel wire net steel wire amount is large, costly; In addition, alloy-steel wire diameter is comparatively thin, and easily occur fracture of wire in colligation and hoisting process, under bed scour, also easily cause steel wire fracture, cause Wang Shi pocket colony to be destroyed by rush of water, durability is poor.
Reynolds mat is the rectangle net box structure of in-built block of stone or cobble, net cage material adopts the materials such as plate golding aluminium zinc alloy steel wire to make, adopt the steel wire lashing of same material between net cage, there is certain flexibility, water permeability and surface roughness, shortcoming and the alloy steel string bag similar, on the one hand, costly, on the other hand, net cage steel wire diameter is thinner, anticorrosive coat was easily lost efficacy by sand wear, and durability is poor.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, a kind of chain prefabricated section mask anti-scour trench is provided, not only possess the feature that adaptive deformation ability is strong, water permeability is strong, roughness is high, there is the advantages such as environmental protection, economy, good endurance, wide adaptability simultaneously.
The technical scheme that the utility model adopts is: a kind of chain prefabricated section mask anti-scour trench, comprise chain prefabricated section mask, riprap layer and apron bottom land extension, it is characterized in that: described apron bottom land extension is positioned at bottom, is reinforced concrete structure, with upstream apron monobloc cast; Described riprap layer throwing is on apron bottom land extension and the face, riverbed that is connected mutually with apron bottom land extension; Described chain prefabricated section mask is arranged on above riprap layer; Described chain prefabricated section mask comprises prefabricated section, chain rope, anchoring pier, anchoring beam and anchorage head, described prefabricated section is divided into A type prefabricated section, Type B prefabricated section, for concrete structure, A type prefabricated section is equipped with through chain hole in the center of its Parallel to the flow direction, Transverse to the flow direction, and Type B prefabricated section is only provided with through chain hole in the center of its Parallel to the flow direction; Described chain rope divides Parallel to the flow direction, Transverse to the flow direction to arrange, penetrates chain hole respectively and to contact each prefabricated section; Described anchoring pier is reinforced concrete structure, is positioned at the upstream side of chain prefabricated section mask, establishes joint bar to be connected with apron bottom land extension bottom anchoring pier; Described anchoring beam is reinforced concrete structure, is positioned at the downstream of chain prefabricated section mask; Described anchorage head is steel concrete block, is disposed on the left and right bank both sides of chain prefabricated section mask; The one end, upstream of the chain rope that described Parallel to the flow direction is arranged is anchored in anchoring pier, and its one end, downstream is anchored in anchoring beam, and the two ends of the chain rope that Transverse to the flow direction is arranged all are anchored in anchorage head.
Prefabricated section arranged interblock indwelling spacing, spacing size gets 1/3 ~ 1/2 of riprap layer jackstone block average grain diameter, and prefabricated section both can have been prevented to be absorbed in riprap layer, can guarantee again water permeability and the surface roughness of overall chain prefabricated section ground surface protection structure; Prefabricated section adopts chain rope to connect, and makes ground surface protection structure have certain flexibility.Prefabricated section can double as the saddle weight in concrete Parallel to the flow direction cofferdam in the construction period.
Prefabricated section top arranges suspension ring.
Anchoring pier, anchoring beam divides at Transverse to the flow direction shrinkage joint.
Twice rope clamp is equipped with the chain rope of anchoring in anchoring pier, anchoring beam, anchorage head; Position near A type prefabricated section downstream on the chain rope that Parallel to the flow direction is arranged is provided with one rope clamp.
The bottom of apron bottom land extension arranges plain concrete cushion layer with the bottom of the apron being located thereon trip.
Chain rope adopts the stainless steel wire rope of waterproof acid-proof.
Rope clamp adopts the Stainless Steel U rope clamp of waterproof acid-proof.
The beneficial effects of the utility model are:
(1) adaptive deformation ability is strong.Equal indwelling spacing between each prefabricated section, the chain rope by means of only flexibility connects, and the size of spacing determines the height of adaptive deformation ability, and because riprap layer jackstone average grain diameter is comparatively large, therefore, the lienable spacing of prefabricated section is also larger.
(2) good water permeability.Between each prefabricated section, not only spacing is large, and spacing is the regular crisscross distribution of sphere of movements for the elephants type, anti-scour trench overall structure good water permeability.
(3) roughness is high.The height of prefabricated section equals the discrepancy in elevation on prefabricated section end face and riprap layer surface, spacing position, and roughness is high, and this high roughness is that the protective layer structure of conventional jackstone anti-scour trench is unapproachable.
(4) environmental protection.River channel multi-purpose project often adopts stage diversion mode, for ensureing water conservancy diversion width, Parallel to the flow direction cofferdam adopts the minimum reinforced concrete structure of falling T-shape of river course overcurrent impact mostly, in the construction period in order to strengthen the stability against sliding in Parallel to the flow direction cofferdam, need to bank up in foundation ditch side concrete cube saddle weight, saddle weight is waste treatment after Practical Completion, the prefabricated section that the utility model adopts can double as saddle weight in the construction period, be equivalent to carry out twice laid to saddle weight, be beneficial to environmental protection.
(5) economical.The utility model concrete precast block is the saddle weight recycling of Parallel to the flow direction cofferdam, suspension ring reinforcing bar is that saddle weight inherently needs to reserve, the utility model only need reserve chain hole when prefabricated section is built, the later stage only increases chain rope, anchoring pier and anchoring beam, with the obvious advantage economically.
(6) durability is strong.Concrete in mass prefabricated section good endurance, and chain rope adopts the stainless steel wire rope of waterproof acid-proof, wirerope diameter again much larger than the steel wire diameter of the alloy steel string bag or Reynolds mat, overall structure good endurance.
(7) wide adaptability.No matter riverbed is loose sand gravel or closely knit containing kneaded gravel pebble ground, and the place that jackstone anti-scour trench is suitable for, the utility model can be applied, and the block of prefabricated section own is large, and add the powerful chain effect of wire rope, impact resistance is extremely strong, geological conditions wide adaptability.
Accompanying drawing explanation
Fig. 1 is plan view of the present utility model.
Fig. 2 is I-I sectional drawing of Fig. 1.
Fig. 3 is the structural representation of A type prefabricated section.
Fig. 4 is the structural representation of Type B prefabricated section.
In figure: the chain prefabricated section mask of 1-; 2-riprap layer; 3-apron bottom land extension; 4-plain concrete cushion layer; 5-apron; 6-underwater bed face; 11-prefabricated section; 11a-A type prefabricated section; 11b-B type prefabricated section; The chain rope of 12-; 13-anchoring pier; 14-anchoring beam; 15-anchorage head; The chain hole of 16-; 17-suspension ring; 18-rope clamp; 19-joint bar.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figures 1 to 4, a kind of chain prefabricated section mask anti-scour trench of the utility model, comprise chain prefabricated section mask 1, riprap layer 2 and apron bottom land extension 3, apron bottom land extension 3 is positioned at bottom, is reinforced concrete structure, with upstream apron monobloc cast; Riprap layer 2 throwing is on apron bottom land extension 3 and the face, riverbed that is connected mutually with apron bottom land extension 3; Chain prefabricated section mask 1 is arranged on above riprap layer 2; Chain prefabricated section mask 1 comprises prefabricated section 11, chain rope 12, anchoring pier 13, anchoring beam 14 and anchorage head 15, prefabricated section 11 is concrete cube structure, the cube length of side is 1.0m, and reinforcing bar suspension ring 17 are established at top, can double as the saddle weight of the concrete cofferdam of Parallel to the flow direction in the construction period; Prefabricated section 11 is divided into A type prefabricated section 11a, Type B prefabricated section 11b; Type B prefabricated section 11b only arranges through chain hole 16 in the center of its Parallel to the flow direction, A type prefabricated section 11a all arranges through chain hole 16 in the center of its Parallel to the flow direction, Transverse to the flow direction, aperture, chain hole 16 is greater than chain rope 12 diameter 2cm, the spacing of A type prefabricated section 11a and Type B prefabricated section 11b arranged controls at 10cm, and end face flushes with underwater bed face 6.Chain rope 12 penetrates in chain hole 16, adopts corrosion resistant stainless steel wire rope, and its stretching resistance is not less than the requirement of bearing 3 ~ 5 pieces of prefabricated section 11 weight; Be embedded with two road rope clamps 18 in anchoring pier 13, anchoring beam 14, anchorage head 15 all in advance with the chain rope 12 of anchoring, the one end, upstream of the chain rope 12 that Parallel to the flow direction is arranged is anchored in anchoring pier 13, and one end, downstream is anchored in anchoring beam 14; The two ends of the chain rope 12 that Transverse to the flow direction is arranged all are anchored in anchorage head 15; The chain rope 12 that every bar Parallel to the flow direction is arranged is provided with one rope clamp 18 in the position near A type prefabricated section 11a downstream, makes the chain rope 12 of Transverse to the flow direction keep straight as far as possible; Rope clamp 18 is U-shaped, and material is stainless steel.Anchoring pier 13 is reinforced concrete structure, is positioned at the upstream side of apron bottom land extension 3, maximum height 1.0m, Parallel to the flow direction width 1.5m, and Transverse to the flow direction shrinkage joint divides kerf spacing with apron 5, and bottom establishes joint bar 19 to be connected with apron bottom land extension 3.Anchoring beam 14 is reinforced concrete structure, is positioned at anti-scour trench downstream, and height 0.5m, Parallel to the flow direction width 1.0m, Transverse to the flow direction divides kerf spacing 8.0m.Anchorage head 15 is steel concrete block structure, is disposed on the left and right bank both sides of chain prefabricated section mask, and height 0.5m, length and width are 1.0m.The jackstone stone average grain diameter of riprap layer 2 need be greater than 30cm.Apron bottom land extension 3 is in tilted layout, and slope ratio is not suddenly in 1:3.Plain concrete cushion layer 4 is established bottom apron bottom land extension 3 and apron 5.
Work progress of the present utility model is as follows:
1) after anti-scour trench presses design size milling slot, plain concrete cushion layer 4 is built at bottom land and bottom land upstream side, reinforcing bar in on-the-spot colligation apron bottom land extension 3, plain concrete cushion layer 4 top and apron 5, during reinforcing bar binding, reserved joint bar 19 on apron bottom land extension 3, reinforcing bar binding completes the concrete in after-pouring apron bottom land extension 3 and apron 5;
2), after being adopted one end, upstream of the chain rope 12 of Parallel to the flow direction layout two road rope clamps 18 fixing, build in anchoring pier 13 together with joint bar 19, after apron bottom land extension 3 concrete reaches the 28 day length of time, in groove, throwing jackstone forms riprap layer 2;
3) prefabricated section 11 generally just can be built by formwork erection after Deep Foundation Pit is formed, A type prefabricated section 11a and the Type B prefabricated section 11b of some is processed respectively according to ratio, need in prefabricated section 11 casting process to arrange prefabricated suspension ring 17 and chain hole 16, chain hole 16 can adopt the mode overlaying PVC drain pipe, also can hole after concreting completes formation, prefabricated section 11 can be used in chain prefabricated section mask 1 when without the need to using as concrete cofferdam saddle weight again;
4) after riprap layer 2 surfacing, by prefabricated section 11 handling to correct position, the one end of the chain rope 12 that Parallel to the flow direction is arranged has been fixed in anchoring pier 13, the other end to be contacted prefabricated section 11 by the chain hole 16 in prefabricated section 11, chain rope 12 keeps relaxed state when passing in chain hole 16, through rear handling prefabricated section 11 to design attitude stretching chain rope 12 again;
5) repeat step 4 to construct next prefabricated section 11, often contacted 4 pieces of Type B prefabricated section 11b, should note changing series winding 1 piece of A type prefabricated section 11a, and establish one rope clamp 18 in A type prefabricated section 11a downstream, before A type prefabricated section 11a handling to design attitude, except having contacted except the chain rope 12 of Parallel to the flow direction, the chain rope 12 of Transverse to the flow direction of also should having contacted, and the chain rope 12 of simultaneously stretching Parallel to the flow direction and Transverse to the flow direction after positioning;
6) the chain rope 12 of Parallel to the flow direction layout is after series winding prefabricated section 11 completes, end establishes twice rope clamp 18 to form anchored end, and anchored end is built in anchoring beam 14, the chain rope 12 that Transverse to the flow direction is arranged is after series winding prefabricated section 11a completes, two ends respectively arrange twice rope clamp 18 and form anchored end, and anchored end are built in anchorage head 15.
Claims (7)
1. chain prefabricated section mask anti-scour trench, comprise chain prefabricated section mask (1), riprap layer (2) and apron bottom land extension (3), it is characterized in that: described apron bottom land extension (3) is positioned at bottom, for reinforced concrete structure, with upstream apron monobloc cast; Described riprap layer (2) throwing is on apron bottom land extension (3) and the face, riverbed that is connected mutually with apron bottom land extension (3); Described chain prefabricated section mask (1) is arranged on above riprap layer (2).
2. chain prefabricated section mask anti-scour trench according to claim 1, it is characterized in that: described chain prefabricated section mask (1) comprises prefabricated section (11), chain rope (12), anchoring pier (13), anchoring beam (14) and anchorage head (15), described prefabricated section (11) is divided into A type prefabricated section (11a) and Type B prefabricated section (11b) two kinds, be concrete structure, A type prefabricated section (11a) is at its Parallel to the flow direction, the center of Transverse to the flow direction is equipped with through chain hole (16), Type B prefabricated section (11b) is only provided with through chain hole (16) in the center of its Parallel to the flow direction, described chain rope (12) point Parallel to the flow direction, Transverse to the flow direction are arranged, penetrate chain hole (16) respectively and to contact each prefabricated section (11), described anchoring pier (13) is reinforced concrete structure, is positioned at the upstream side of chain prefabricated section mask (1), and anchoring pier (13) bottom establishes joint bar to be connected with apron bottom land extension (3), described anchoring beam (14) is reinforced concrete structure, is positioned at the downstream of chain prefabricated section mask (1), described anchorage head (15) is reinforced concrete structure, and interval is arranged in the left and right bank both sides of chain prefabricated section mask (1), the one end, upstream of the chain rope (12) that described Parallel to the flow direction is arranged is anchored in anchoring pier (13), its one end, downstream is anchored in anchoring beam (14), and the two ends of the chain rope (12) that Transverse to the flow direction is arranged all are anchored in anchorage head (15).
3. chain prefabricated section mask anti-scour trench according to claim 2, is characterized in that: described prefabricated section (11) top arranges suspension ring (17).
4. chain prefabricated section mask anti-scour trench according to claim 2, is characterized in that: the indwelling of described prefabricated section (11) arranged interblock has spacing.
5. chain prefabricated section mask anti-scour trench according to claim 2, is characterized in that: described anchoring pier (13), anchoring beam (14) divides along Transverse to the flow direction shrinkage joint.
6. according to chain prefabricated section mask anti-scour trench according to claim 2, it is characterized in that: in described anchoring pier (13), anchoring beam (14), anchorage head (15), be equipped with the chain rope of twice rope clamp (18) anchoring (12); The chain rope (12) that Parallel to the flow direction is arranged is provided with one rope clamp (18) in the position near A type prefabricated section (11a) downstream.
7. chain prefabricated section mask anti-scour trench according to claim 1 and 2, is characterized in that: the bottom of described apron bottom land extension (3) arranges plain concrete cushion layer (4) with the bottom of the apron (5) being located thereon trip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520436168.7U CN204728288U (en) | 2015-06-21 | 2015-06-21 | Chain prefabricated section mask anti-scour trench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520436168.7U CN204728288U (en) | 2015-06-21 | 2015-06-21 | Chain prefabricated section mask anti-scour trench |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728288U true CN204728288U (en) | 2015-10-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520436168.7U Withdrawn - After Issue CN204728288U (en) | 2015-06-21 | 2015-06-21 | Chain prefabricated section mask anti-scour trench |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728288U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963323A (en) * | 2015-06-21 | 2015-10-07 | 浙江省水利水电勘测设计院 | Scour-preventing groove for chain precast block protective surface |
-
2015
- 2015-06-21 CN CN201520436168.7U patent/CN204728288U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963323A (en) * | 2015-06-21 | 2015-10-07 | 浙江省水利水电勘测设计院 | Scour-preventing groove for chain precast block protective surface |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151028 Effective date of abandoning: 20160928 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |