CN105862662B - A kind of curl arched mole - Google Patents
A kind of curl arched mole Download PDFInfo
- Publication number
- CN105862662B CN105862662B CN201610250015.2A CN201610250015A CN105862662B CN 105862662 B CN105862662 B CN 105862662B CN 201610250015 A CN201610250015 A CN 201610250015A CN 105862662 B CN105862662 B CN 105862662B
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- CN
- China
- Prior art keywords
- counterfort
- pier
- filled region
- levee body
- spats
- 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.)
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- 239000004575 stone Substances 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 238000000465 moulding Methods 0.000 claims abstract description 4
- 241000533845 Enterolobium cyclocarpum Species 0.000 claims description 3
- 210000002268 wool Anatomy 0.000 claims description 3
- 230000002262 irrigation Effects 0.000 claims description 2
- 238000003973 irrigation Methods 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000005266 casting Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention provides a kind of curl arched mole, is mainly made up of levee body, spats, seepage proof curtain, counterfort, pier and back filled region I；The spats elongated distribution along the coastline, pouring molding is in basic stratum；The lower end of the spats is disposed with deeply the extremely seepage proof curtain of the impermeable stratum on basic stratum；The levee body is located at the top of spats；The levee body is arch, and the inner concave of arch is the working face of breakwater, and the arcuate surface of arch is the back side of breakwater；The back side of the levee body backfills the back filled region I that some building stones form ramped shaped；The top of the back filled region I has some pieces of counterforts；The counterfort is bar shaped concrete slab of the skewed horizontal load at the levee body back side；It is spaced apart between every piece of counterfort；An intersegmental gap is left between the counterfort and back filled region I；The rear side of every piece of counterfort is provided with a pier；The pier branch blocks the bottom of counterfort.The breakwater wave eliminating effect of the present invention is good, saves material, and easy for construction, is widely used.
Description
Technical field
The invention belongs to hydraulic engineering field, more particularly to a kind of curl arched mole.
Background technology
Breakwater is broadly divided into two kinds of vertical type, ramp type forms by its form of fracture.
Vertical breakwater is typically made up of wall body, superstructure and basis, and basis is mostly rubble-mound foundation.Because wall body hangs down
Directly, material usage is less, occupies little space, and harbour can also be doubled as on the inside of dike, easy to use, but wall body stands on basis vertically
In, equivalent to cantilever design, foundation stress is big, therefore it is required that ground is solid, has good bearing capacity.Because wall body hangs down
Directly, the sizable wave of flow velocity is acted directly on wall, very high for wall body quality requirement, and the reflection of wave is big,
Therefore wave absorbing effect is poor, and the calmness in waters in port is can also affect on when serious.
Sloping breakwater is typically made up of dike cardiolith, mask and river bottom protection.Because mask is slope, it is sometimes provided with staggering
Platform, the cross dimensions of breakwater is larger, and wave absorbing effect is good, and wave does not reflect largely, and to the bearing requirements of ground not
It height, construction is simple, can gather materials on the spot, all not need large-scale crane gear typically, but material materials are more, armor stone
Easily being washed away by wave, it is necessary to often repair, later stage expense greatly increases, and for waters of the depth of water more than more than 10m just
No longer it is applicable.
In addition, also there are the breakwater of some special shapes, such as the breakwater such as exposed throughout type, floating, jet-propelled.But
These special shapes, it is exactly that reliability is low or investment is big if it were not for temporary project is only applicable to.
The content of the invention
The purpose of the present invention is that to develop a kind of wave absorbing effect good the defects of overcoming traditional breakwater, saves material, construction party
Just, widely used curl arched mole.
To realize that technical scheme that the object of the invention uses is a kind of such, curl arched mole, including levee body,
Spats, seepage proof curtain, counterfort, pier and back filled region I.
The levee body, spats, seepage proof curtain, counterfort and pier form by concreting.
The spats elongated distribution along the coastline, and pouring molding is in basic stratum.The lower end of the spats is disposed with
Seepage proof curtain.The seepage proof curtain is deeply to the impermeable stratum on basic stratum.
The levee body is located at the top of spats.The levee body is arch, and the inner concave of arch is the working face of breakwater, arch
The arcuate surface of shape is the back side of breakwater.The back side of the levee body backfills the back filled region I that some building stones form ramped shaped.
The top of the back filled region I has some pieces of counterforts.The counterfort is that bar shaped of the skewed horizontal load at the levee body back side mixes
Concrete board.It is spaced apart between every piece of counterfort.An intersegmental gap is left between the counterfort and back filled region I.Every piece of counterfort
Rear side is provided with a pier.The pier branch blocks the bottom of counterfort.
Further, in addition to back filled region II, back filled region III, step and guard rail.
Building stones are backfilled between the bottom of the counterfort and pier and form back filled region III.The height of the back filled region III and pier it is upper
Flush.The rear side backfill building stones of the pier form the back filled region II of ramped shaped.Inclined-plane, pier of the step along back filled region II
Lay to levee crown on the inclined-plane of upper surface, counterfort with back filled region III.The top of the levee body is plane.The both sides of the step with
And levee crown both sides set guard rail.
Further, the seepage proof curtain gos deep into 5m below velatively waterproof layer, or it is high 1/3~1/ of dike to go deep into depth
2.The seepage proof curtain is arranged to two row's grout curtains, and wherein curtain array pitch is 1m, is 2m with the spacing arranged between curtain；Two rows
Curtain dislocation arrangement, dislocation distance 1m.
Further, the strength grade of concrete of the levee body is not less than C30, and seepage-resistant grade is not less than W8.
Further, the levee body sets the wide subsiding cracks of a 20mm every 15~20m, is filled out in seam with pitch wood wool board
It is real.
Further, the cross section of the spats is length of side 2m square.
Further, the height of the levee body is 10~15m, and wall thickness is 2~5m.The thickness of the counterfort is 1m, and adjacent
5m is spaced between counterfort.The pier is 1.5~2m of length of side square.
Advantages of the present invention and effect are：Described curl arched mole is when bearing water pressure, due to its curved surface
Arcuate boundaries, water pressure can be decomposed into two power of horizontal direction and vertical direction.In the presence of equal wave force, curved surface
Water pressure is equal in magnitude suffered by the water pressure and vertical breakwater of horizontal direction suffered by arcuate boundaries, but curved surface arcuate boundaries
Vertical direction is the weight of curved surface arcuate boundaries internal water also by downward effect of water pressure, size, is advantageous to the steady of levee body
It is fixed, and curved surface arcuate boundaries can also eliminate part energy by changing the direction of motion of wave.In a word, curl arch is prevented
Ripple dike effect of energy dissipation is better than vertical type breakwater, and simple in construction, easy for construction, than ramp type breakwater save material and into
This, is widely used.
Brief description of the drawings
Fig. 1 is the floor map of the present invention；
Fig. 2 is the sectional view at A-A in Fig. 1；
Fig. 3 is the sectional view at B-B in Fig. 2；
Fig. 4 is the arrangement schematic diagram of seepage proof curtain；
Fig. 5 is the schematic perspective view of the present invention.
In figure：Levee body 1, spats 2, seepage proof curtain 3, counterfort 4, pier 5, back filled region I 6, basic stratum 7, back filled region II 8, return
Fill out area III 9, step 10, guard rail 11,
Embodiment
The invention will be further described with reference to the accompanying drawings and examples, but should not be construed the above-mentioned theme of the present invention
Scope is only limitted to following embodiments.Without departing from the idea case in the present invention described above, known according to ordinary skill
Knowledge and customary means, make various replacements and change, all should include within the scope of the present invention.
Referring to Fig. 1 to Fig. 3, a kind of curl arched mole, including levee body 1, spats 2, seepage proof curtain 3, counterfort 4, the and of pier 5
Back filled region I 6.The levee body 1, spats 2, seepage proof curtain 3, counterfort 4 and pier 5 form by concreting.
The spats 2 elongated distribution along the coastline, and pouring molding is in basic stratum 7, its top surface and basic stratum 7
Earth's surface it is concordant.The cross section (perpendicular to the section in coastline) of the spats 2 is length of side 2m square.The spats 2
Lower end is disposed with seepage proof curtain 3.Referring to Fig. 4, the seepage proof curtain 3 is arranged to two row's grout curtains, and wherein curtain array pitch is
1m, it is 2m (being 2m with irrigation and drainage slurry pitch of holes) with the spacing arranged between curtain；Two row's curtains dislocation arrangement, dislocation distance 1m,
Three i.e. neighbouring stanchions are in " quincunx " arrangement.The seepage proof curtain 3 is deeply to 5m below the impermeable stratum on basic stratum 7.
The levee body 1 is located at the top of spats 2.The levee body 1 is arch, and the inner concave of arch is the work of breakwater
Face, the arcuate surface of arch are the back side of breakwater.In the present embodiment, the height of levee body 1 is 10m, wall thickness 2m.The dike
Body 1 sets the wide subsiding cracks of a 20mm every 15m, is tamped in seam with pitch wood wool board.The upper and lower side of the levee body 1 is arranged to
Plane, lower end is easy to be connected with spats 2, and upper end can serve as and look around platform.The back side of the levee body 1 backfills some building stones and formed
The back filled region I 6 of ramped shaped.In the present embodiment, the slope on the surface of back filled region I 6 is 1:1, highly for dike it is high 1/2.
The top of the back filled region I 6 has some pieces of counterforts 4.The counterfort 4 is bar of the skewed horizontal load at the back side of levee body 1
Shape concrete slab.The upper end of the counterfort 4 be supported on dike it is high 3/4 at, its slope is equal with the slope on the surface of back filled region I 6, i.e.,
The plate face of counterfort 4 is parallel to the surface of back filled region I 6.
The thickness of counterfort 4 described in the present embodiment is 1m, arranges one piece of counterfort 4 at interval of 5m along the coastline.The counterfort 4
An intersegmental gap is left between back filled region I 6.The rear side of every piece of counterfort 4 is provided with a cube-shaped pier 5.The supporting and retaining system of pier 5
The firmly bottom of counterfort 4.
Building stones, which are backfilled, in the present embodiment, between the bottom of the counterfort 4 and pier 5 forms back filled region III 9.The back filled region III
9 height is concordant with the upper surface of pier 5, i.e., back filled region III 9 is shaped like one square of triangular prism.The rear side backfill stone of the pier 5
Material forms the back filled region II 8 of ramped shaped.The back filled region II 8 looks and one square of triangular prism.The edge of step 10
The inclined-plane of back filled region II 8, the upper surface of pier 5 and back filled region III 9, the inclined-plane of counterfort 4 are laid to levee crown.The both sides of the step 10
And levee crown both sides set guard rail 11.The step 10 is 0.2 × 0.3m, 11 high 1.2m of guard rail.
In the present embodiment, the strength grade of concrete of the levee body 1 is not less than C30, and seepage-resistant grade is not less than W8.
A kind of construction method of above-mentioned curl arched mole is also disclosed in the present embodiment, comprises the following steps：
1) the section chi of the main portions such as levee body 1, counterfort 4 is determined according to related specifications, actual water level and geological condition
It is very little.
2) cross mark is made in earth's surface, marks the position in the double duct of seepage proof curtain 3, with jumping play from one end to another
End punching grouting, the top of seepage proof curtain 3 should be less than 2m below earth's surface.
3) after the intensity of seepage proof curtain 3 reaches requirement, the spats 2 that cross dimensions is 2m × 2m, the shield are poured thereon
The top surface of pin 2 flushes with earth's surface, and direction sets the wide subsiding cracks of a 20mm every 15m along the coastline, and bituminous wood is used in seam
Filament plate is filled.
4) after the intensity of spats 2 reaches requirement, formwork supporting plate, casting concrete curl arch levee body 1, levee body is given special heed to
1 is spaced suitable distance and sets horizontal joint and vertical seam with the processing of the interface construction joint of spats 2, levee body 1.
5) after the intensity of levee body 1 reaches requirement, levee body 1 rear side with 1:1 slope backfill stockpile carries out supporting and retaining system, and
Backfill height is high 1/2 of dike.
6) at the same time, slope is poured as 1 in the rear side of levee body 1:1 concrete buttress 4, the top of counterfort 4 are high by 3/4 for dike
Place, notices the processing of subsiding crack between counterfort 4 and levee body 1.
7) in the rear side casting concrete pier 5 of counterfort 4.
8) backfill building stones or casting concrete between pier 5 and counterfort 4 and on rear side of pier 5.
9) in pier 5, counterfort 4 and backfill the upper surface casting concretes of building stones and make 0.2 × 0.3m step 10, and
Make a height of 1.2m stainless steel guard rail 11 in step 10 and levee crown both sides.
Claims (7)
- A kind of 1. curl arched mole, it is characterised in that：Including levee body (1), spats (2), seepage proof curtain (3), counterfort (4), Pier (5) and back filled region I (6)；The levee body (1), spats (2), seepage proof curtain (3), counterfort (4) and pier (5) form by concreting；Spats (2) the elongated distribution along the coastline, and pouring molding is in basic stratum (7)；The lower end cloth of the spats (2) It is equipped with seepage proof curtain (3)；The seepage proof curtain (3) is deeply to the impermeable stratum on basic stratum (7)；The levee body (1) is located at the top of spats (2)；The levee body (1) is arch, and the inner concave of arch is the work of breakwater Face, the arcuate surface of arch are the back side of breakwater；The back side of the levee body (1) backfills the back filled region that some building stones form ramped shaped Ⅰ(6)；The top of the back filled region I (6) has some pieces of counterforts (4)；The counterfort (4) is skewed horizontal load at levee body (1) back side Bar shaped concrete slab；It is spaced apart between every piece of counterfort (4)；One is left between the counterfort (4) and back filled region I (6) Intersegmental gap；The rear side of every piece of counterfort (4) is provided with a pier (5)；Pier (5) branch blocks the bottom of counterfort (4).
- A kind of 2. curl arched mole according to claim 1, it is characterised in that：Also include back filled region II (8), backfill Area III (9), step (10) and guard rail (11)；Building stones are backfilled between the bottom of the counterfort (4) and pier (5) and form back filled region III (9)；The height of the back filled region III (9) It is concordant with the upper surface of pier (5)；The rear side backfill building stones of the pier (5) form the back filled region II (8) of ramped shaped；The step (10) laid along the inclined-plane of the inclined-plane of back filled region II (8), the upper surface of pier (5) and back filled region III (9), counterfort (4) to levee crown；Institute The top for stating levee body (1) is plane；The both sides of the step (10) and levee crown both sides set guard rail (11).
- A kind of 3. curl arched mole according to claim 1, it is characterised in that：The seepage proof curtain (3) gos deep into phase To 5m below impermeable stratum, or it is high 1/3~1/2 of dike to go deep into depth；The seepage proof curtain (3) is arranged to two irrigation and drainage slurry curtain Curtain, wherein curtain array pitch is 1m, is 2m with the spacing arranged between curtain；Two row's curtains dislocation arrangement, dislocation distance 1m.
- A kind of 4. curl arched mole according to claim 1, it is characterised in that：The strong concrete of the levee body (1) Degree grade is not less than C30, and seepage-resistant grade is not less than W8.
- A kind of 5. curl arched mole according to claim 1, it is characterised in that：The levee body (1) is every 15~20m The wide subsiding cracks of one 20mm are set, tamped in seam with pitch wood wool board.
- A kind of 6. curl arched mole according to claim 1, it is characterised in that：The cross section of the spats (2) is Length of side 2m square.
- A kind of 7. curl arched mole according to claim 1, it is characterised in that：The height of the levee body (1) is 10 ~15m, wall thickness are 2~5m；The thickness of the counterfort (4) is 1m, and is spaced 5m between adjacent counterfort (4)；The pier (5) is side Long 1.5~2m square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610250015.2A CN105862662B (en) | 2016-04-21 | 2016-04-21 | A kind of curl arched mole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610250015.2A CN105862662B (en) | 2016-04-21 | 2016-04-21 | A kind of curl arched mole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105862662A CN105862662A (en) | 2016-08-17 |
| CN105862662B true CN105862662B (en) | 2018-01-12 |
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| CN201610250015.2A Active CN105862662B (en) | 2016-04-21 | 2016-04-21 | A kind of curl arched mole |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858996A (en) * | 2017-11-04 | 2018-03-30 | 李景春 | A kind of noise reduction wave wall structure |
| CN108374387B (en) * | 2018-01-25 | 2019-12-17 | 浙江水利水电学院 | Facing structure for seawall tide-facing surface and construction method |
| CN109338985B (en) * | 2018-10-11 | 2023-09-15 | 交通运输部天津水运工程科学研究所 | Hydrophilic type emergency wave-blocking coast protection structure |
| CN110344368B (en) * | 2019-07-09 | 2024-03-05 | 大连理工大学 | Pile foundation assembled type permeable breakwater |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN202175932U (en) * | 2011-07-03 | 2012-03-28 | 华侨大学 | Novel wave prevention device |
| JP3170649U (en) * | 2011-07-14 | 2011-09-22 | 聡一朗 東 | Tsunami breakwater |
| JP2013060769A (en) * | 2011-09-14 | 2013-04-04 | Kurenai Sugiyama | Breakwater for seismic sea wave |
| JP3186385U (en) * | 2013-07-22 | 2013-10-03 | 株式会社 復建技術コンサルタント | Precast concrete revetment retaining wall block installation structure |
| CN104727270B (en) * | 2015-02-07 | 2016-11-16 | 长沙理工大学 | A kind of computational methods of ogee breakwater aggregate level wave force |
| CN105040638A (en) * | 2015-06-16 | 2015-11-11 | 河海大学 | Movable power generation type bulwark with arc protective face |
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