CN107401142B - Bank revetment heightening construction method is refuted in active service - Google Patents
Bank revetment heightening construction method is refuted in active service Download PDFInfo
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- CN107401142B CN107401142B CN201710484039.9A CN201710484039A CN107401142B CN 107401142 B CN107401142 B CN 107401142B CN 201710484039 A CN201710484039 A CN 201710484039A CN 107401142 B CN107401142 B CN 107401142B
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- revetment
- construction
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- shore protection
- bank
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- 238000010276 construction Methods 0.000 title claims abstract description 39
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000004080 punching Methods 0.000 claims abstract description 11
- 238000013461 design Methods 0.000 claims abstract description 10
- 238000002347 injection Methods 0.000 claims abstract description 10
- 239000007924 injection Substances 0.000 claims abstract description 10
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229910052799 carbon Inorganic materials 0.000 claims abstract description 4
- 239000004744 fabric Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims abstract description 4
- 238000012946 outsourcing Methods 0.000 claims abstract description 4
- 238000002360 preparation method Methods 0.000 claims abstract description 4
- 230000008439 repair process Effects 0.000 claims abstract description 4
- 230000007547 defect Effects 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 26
- 239000011381 foam concrete Substances 0.000 claims description 20
- 238000003892 spreading Methods 0.000 claims description 16
- 229910052742 iron Inorganic materials 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 12
- 238000004513 sizing Methods 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims 1
- 238000001514 detection method Methods 0.000 abstract description 3
- 238000012407 engineering method Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 8
- 238000005728 strengthening Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000009545 invasion Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000005406 washing Methods 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
- E02B3/066—Quays
Abstract
The present invention relates to active services to refute bank revetment heightening construction method, include: 1) preparation of construction: machinery, material, personnel's that organizing construction needs etc. marches into the arena, defects detection is carried out to former revetment surface, and uses the cementation of fissures, the modes such as outsourcing carbon cloth repair former shore protection crack.2) antiskid pile driving construction: the injection precast square pile before status revetment is installed by the way of planting stake.Prefabricated anti-skidding key-wall is arranged in precast square pile top, is connected between prefabricated anti-skidding key-wall by tongue and groove；Reinforced mesh is installed, and is connected with reserving rib at the top of precast square pile, concreting is integral.When pouring, in the sliding rail of design position Slip-reserved punching block.The beneficial effects of the present invention are: prefabricated anti-skidding key-wall is increased and added to this engineering method by the regulation of active service revetment bar planting veneer, and in bank side fill concrete, it is insufficient to solve the problems, such as that bank shore protection wall construction, secure context are refuted in active service.
Description
Technical field
The present invention relates to reinforcing, heightening construction methods that bank revetment is refuted in a kind of active service.
Background technique
River waterway revetment engineering is to protect river bank from water flow, stormy waves invasion and wash away taken engineering measure.
A large amount of built Shore protection design standards are low, and constantly corroding and washing away by seawater for a long time, lose its enforcement gradually and support
Imperial sudden and violent tide, wave, water flow invasion, protect the effect of seashore inside and outside harbour.The active service shore protection so huge in face of quantity, all pushes away
It rebuilds neither science and wastes man power and money.Therefore, it is necessary to be increased active service revetment, reinforced, structure safety can be met
And real requirement, such active service revetment is increased, reinforcing engineering is in growth trend year by year in recent years.
Mainly there are reconstruction method in situ, bored concrete pile method for strengthening, mini pile method for strengthening etc. to the processing of active service revetment at present, when
When taking reconstruction method in situ, original disease barricade is removed, revetment is built again according to new specification, needs to carry out large area
Excavation, cutting depth is big, long construction period and cost is high；Bored concrete pile method for strengthening directlys adopt punching in bank side position
Bored concrete pile is reinforced, and larger to the disturbance of active service revetment in its punching operation, there are biggish security risks in construction；It is miniature
Stake method for strengthening is relatively new, and it is convenient to construct, but sexual valence is poor.
Summary of the invention
The purpose of the present invention is to provide a kind of regulations of combination active service revetment bar planting veneer to increase and add prefabricated anti-slop serrations
Wall refutes bank revetment to status using integrally-lifting sliding punching block and is widened, increases, and by presstressed reinforcing steel by revetment
Body and the cellular concrete of bank side backfill are linked to be the construction method of an entirety, can be refuted with active service the Defects Treatment of bank revetment with
And in transformation and upgrade construction.
To realize the above-mentioned technical purpose, the invention adopts the following technical scheme:
Bank revetment heightening construction method is refuted in a kind of active service, comprising the following steps:
1) preparation of construction: machinery, material, personnel's that organizing construction needs etc. marches into the arena, and carries out to former revetment surface scarce
Detection is fallen into, and uses the cementation of fissures, the modes such as outsourcing carbon cloth repair former shore protection crack.
2) antiskid pile driving construction: the injection precast square pile before status revetment is installed by the way of planting stake.Precast square pile top
Prefabricated anti-skidding key-wall is set, is connected between prefabricated anti-skidding key-wall by tongue and groove；Install reinforced mesh, and with precast square pile top
The connection of portion's reserving rib, concreting are integral.When pouring, in the sliding rail of design position Slip-reserved punching block.
3) former shore protection bar planting, drainpipe spreading: former shore protection includes bottom plate, former revetment, drainpipe etc., with spreading drainpipe
Spreading is carried out to former shore protection drainpipe, and bar planting and the newly-increased part reinforcing bar binding connection of shore protection are carried out to former revetment.
4) increase bank protection construction newly: side template is pressed in installation, is connect by screw rod with former revetment；It is subsequently mounted the side form that borders on the river
Plate is made of sizing tripod, operating platform, steel plate etc.；It borders on the river after side template is installed and rotates collapsible form, with bank side form
Plate is connected by screw rod；Casting concrete after the completion of formwork erection forms shore protection and increases part newly.Demoulding Shi Xiansong collapsible form screw rod,
Bank side template is removed again, jacks the side template that borders on the river, demolition template finally by plate jacking device, template is slid onto down after unclamping
One construction section.The newly-increased part of shore protection is conserved in time after demoulding.
5) foam concrete is constructed: the prefabricated ribbed plate stake (26) of elder generation's injection, sheet pile at design position on rear side of the status revetment
Floor is set, preformed hole is reserved on rib of slab, the soil body is excavated in classification, excavates one layer with one layer of steel pipe support supporting, excavates and complete
Variable diameter Grouting Pipe is installed through preformed hole afterwards, presstressed reinforcing steel is reserved to newly-increased shore protection and carries out spreading, installs foam concrete steel
Pouring for foam concrete is carried out after muscle mesh sheet.Slip casting then is carried out to variable diameter Grouting Pipe, and tensioning, envelope are carried out to presstressed reinforcing steel
Anchor.It finally pours and newly pours road surface.
Further, in step 4) plate jacking device by fashioned iron reaction beam, steel shoe, the groups such as jack, running gear
At running gear includes bearing and idler wheel composition, and lift steel pulley is fixed on fashioned iron reaction beam, and fashioned iron reaction beam is fixed
In sizing the horizontal channel steel of tripod on and be linked as entirety, while be arranged auxiliary jack auxiliary provide top lift.
The present invention is that bank revetment rebuilding construction technology is refuted in comprehensive active service, is added in conjunction with the regulation of active service revetment bar planting veneer
It is high with add prefabricated anti-skidding key-wall, bank revetment is refuted to status using integrally-lifting sliding punching block and widened, increase, and is led to
It crosses presstressed reinforcing steel and the cellular concrete that wall body for revetment and bank side backfill is linked to be an entirety.The present invention have the characteristics that it is following and
The utility model has the advantages that
(1) prefabricated anti-skidding key-wall is increased and added to this engineering method by the regulation of active service revetment bar planting veneer, and backfills in bank side
It is insufficient to solve the problems, such as that bank shore protection wall construction, secure context are refuted in active service for concrete.
(2) prefabricated anti-skidding key-wall is increased and is added in active service revetment bar planting veneer regulation.The prefabricated side of injection before status revetment
Stake, precast square pile top are arranged prefabricated anti-skidding key-wall, are connected, antiskid effect is good.
(3) for status revetment wall with after basic bar planting, drainpipe spreading, installation integrally-lifting slides punching block, pours side
Face and increase concrete.Sliding system by whole punching block, construct convenient, the duration by tripod of being formed, lift steel pulley composition
It is short.
(4) design position first breaks sheet pile with ribbing after former status revetment, and sheet pile bottom pours bent cap and is linked as entirety, plate
Stake embedded steel tube, newly pour and former revetment wall on bar planting, pilot hole built-in connection install stay bolt lever when excavating, excavation
Grouting Pipe, and casting concrete are set after the completion, improve the bearing capacity and globality of structure.
(5) using foam concrete to backfilling after wall, have the characteristics that light weight, intensity are high, speed of application is fast, it is real
Border application effect is good.
(6) increasing shore protection template, screw rod, nut etc. newly can sufficiently reuse, and greatly improve construction efficiency, saved and applied
Work cost.
Detailed description of the invention
Fig. 1 is that active service refutes bank revetment and increases structural schematic diagram；
Fig. 2 is antiskid key-wall connection schematic diagram figure；
Fig. 3 is template splicing schematic diagram；
Fig. 4 is foam concrete backfill structural schematic diagram；
Fig. 5 is variable diameter Grouting Pipe connection schematic diagram；
Fig. 6 is construction flow chart of the present invention.
In figure: 1- precast square pile, 2- antiskid key-wall, 3- precast square pile reserving rib, 4- reinforced mesh, 5- bottom plate, 6- original shield
Quaywall, 7- drainpipe, 8- spreading drainpipe, 9- bar planting, 10- shore protection increase part reinforcing bar, 11- bank side template, 12- screw rod, 13- newly
Sizing tripod, 14- operating platform, 15- fashioned iron reaction beam, 16- steel shoe, 17- bearing, 18- idler wheel, 19- sliding rail, 20- are adjacent
Water side template, 21- jack, 22- assist jack, and 23- shore protection increases part newly, 24- collapsible form, 25- tongue and groove, and 26- is with ribbing
Sheet pile, 27- floor, 28- presstressed reinforcing steel, 29- steel pipe support, 30- foam concrete reinforced mesh, 31- variable diameter Grouting Pipe, 32-
Foam concrete, 33- newly pour road surface.
Specific embodiment
The production requirement of precast square pile, prefabricated antiskid key-wall, reinforcing steel implant construction technology, prestressing force in present embodiment
Constructing operation regulation etc. is drawn to repeat no more, emphasis illustrates that the embodiment that bank revetment is increased is refuted in active service of the present invention.
Fig. 1 is that active service refutes bank revetment and increases structural schematic diagram；Fig. 2 is antiskid key-wall connection schematic diagram figure；Fig. 3 is template
Splice schematic diagram；Fig. 4 is foam concrete backfill structural schematic diagram；Fig. 5 is variable diameter Grouting Pipe connection schematic diagram；Fig. 6 is this hair
Bright construction flow chart.
As shown in Figs. 1-5, active service of the invention refutes bank revetment and increases structure, antiskid structure and newly-increased bank protection construction knot
Structure, foam concrete structure etc.；Anti-slide pile structure includes injection precast square pile 1 before status revetment, and the setting of precast square pile top is pre-
Anti-skidding key-wall 2 is made, is connected between prefabricated anti-skidding key-wall by tongue and groove 25, reserving rib 3 at the top of reinforced mesh 4 and precast square pile
Connection, concreting is integral, in the sliding rail 19 of design position Slip-reserved punching block；Newly-increased bank protection construction structure includes bottom plate
5, former revetment 6, drainpipe 7, shore protection increase part 23 etc. newly, and 8 pairs of spreading drainpipe former shore protection drainpipes carry out spreading, former shore protection
Wall increases the binding connection of part reinforcing bar 10 newly by bar planting 9 and shore protection, and bank side template 11 is connect by screw rod 12 with former revetment, adjacent
Water side template 20 is made of sizing tripod 13, operating platform 14, steel plate etc.；The side template side that borders on the river is provided with collapsible form
24, it is connect with bank side template by screw rod 12；Foam concrete structure includes the prefabricated with ribbing of first injection at status revetment rear side
Floor 27 is arranged in sheet pile 26, sheet pile, and preformed hole is reserved on rib of slab, and classification excavates the soil body, excavates one layer with steel pipe support 29
One layer of shield installs variable diameter Grouting Pipe 31 through preformed hole after the completion of excavating, and reserves presstressed reinforcing steel 28 to newly-increased shore protection and carries out spreading,
Pouring for foam concrete 32 is carried out after installing foam concrete reinforced mesh 30.Slip casting then is carried out to variable diameter Grouting Pipe,
And tensioning, sealing off and covering anchorage are carried out to presstressed reinforcing steel.It finally pours and newly pours road surface 33.
Further, plate jacking device is made of fashioned iron reaction beam 15, steel shoe 16, jack 21, running gear etc.,
Running gear includes that bearing 17 and idler wheel 18 form, and lift steel pulley is fixed on fashioned iron reaction beam, and fashioned iron reaction beam is solid
Due to sizing the horizontal channel steel of tripod on and be linked as entirety, while be arranged auxiliary jack 22 auxiliary provide top lift.
As shown in fig. 6, the construction procedure that bank revetment heightening construction method is refuted in active service is as follows:
1) preparation of construction: machinery, material, personnel's that organizing construction needs etc. marches into the arena, and carries out to former revetment surface scarce
Detection is fallen into, and uses the cementation of fissures, the modes such as outsourcing carbon cloth repair former shore protection crack.
2) antiskid pile driving construction: the injection precast square pile 1 before status revetment, precast square pile stake diameter 1.2m, stake depth 4.5m are used
The mode for planting stake is installed.Precast square pile top is arranged prefabricated anti-skidding key-wall 2, antiskid key-wall wide 1.5m, high 0.5m, prefabricated anti-slop serrations
It is connected between wall by tongue and groove 25；Reinforced mesh 4 is installed, and is connected with reserving rib 3 at the top of precast square pile, concreting
It is integral.When pouring, in the sliding rail 19 of design position Slip-reserved punching block.
3) former shore protection bar planting, drainpipe spreading: former shore protection includes bottom plate 5, former revetment 6, drainpipe 7 etc., is arranged with spreading
8 pairs of water pipe former shore protection drainpipes carry out spreading, and increase the binding of part reinforcing bar 10 newly to the progress bar planting 9 of former revetment and shore protection and connect
It connects.
4) increase bank protection construction newly: side template 11 is pressed in installation, is connect by screw rod 12 with former revetment；It is subsequently mounted the side that borders on the river
Template 20 is made of sizing tripod 13, operating platform 14, steel plate etc., and steel plate, channel steel are all made of q235；The side template that borders on the river peace
Collapsible form 24 is rotated after the completion of dress, is connect with bank side template by screw rod 12；Formwork erection completes after-pouring C30 concrete, is formed
Shore protection increases part 23 newly.Demoulding Shi Xiansong collapsible form screw rod, then bank side template is removed, it is jacked finally by plate jacking device
Border on the river side template, demolition template, and template is slid onto next construction section after unclamping.The newly-increased part of shore protection is supported in time after demoulding
Shield.Plate jacking device uses 10t by fashioned iron reaction beam 15, steel shoe 16, the composition such as jack 21, running gear, jack,
Fashioned iron reaction beam uses 16a I-steel, and running gear includes that bearing 17 and idler wheel 18 form, and lift steel pulley is fixed on type
On steel reaction beam, diameter 20cm；Fashioned iron reaction beam is fixed on the sizing horizontal channel steel of tripod and is linked as entirety, simultaneously
The setting auxiliary auxiliary of jack 22 provides top lift.
5) foam concrete is constructed: the prefabricated ribbed plate stake 26 of elder generation's injection at design position on rear side of the status revetment, sheet pile is set
Floor 27 is set, is reserved with preformed hole on rib of slab, the soil body is excavated in classification, excavates one layer with one layer of 29 supporting of steel pipe support, has excavated
Variable diameter Grouting Pipe 31 is installed through preformed hole at rear, path 1mm, major diameter 3mm reserve presstressed reinforcing steel 28 to newly-increased shore protection and connect
It is long, pouring for foam concrete 32 is carried out after installing foam concrete reinforced mesh 30.Then variable diameter Grouting Pipe is infused
Slurry, and tensioning, sealing off and covering anchorage are carried out to presstressed reinforcing steel.It finally pours and newly pours road surface 33, using C25 concrete.
Claims (1)
1. bank revetment heightening construction method is refuted in a kind of active service, it is characterised in that: the following steps are included:
1) preparation of construction: the machinery of organizing construction's needs, material, personnel march into the arena, and carry out defect inspection to former revetment (6) surface
It surveys, and uses the cementation of fissures, outsourcing carbon cloth mode repairs former shore protection (6) crack；
2) antiskid pile driving construction: injection precast square pile (1) before active service revetment is installed by the way of planting stake；On precast square pile (1)
Prefabricated anti-skidding key-wall (2) is arranged in portion, is connected between prefabricated anti-skidding key-wall (2) by tongue and groove (25)；Reinforced mesh is installed
(4), it and with precast square pile reserving rib (3) connects, concreting is integral；When pouring, in design position Slip-reserved punching block
Sliding rail (19)；
3) former shore protection bar planting, drainpipe spreading: former shore protection includes bottom plate (5), former revetment (6), drainpipe (7), is arranged with spreading
Water pipe (8) carries out spreading to former shore protection drainpipe, and carries out bar planting (9) and the newly-increased part reinforcing bar of shore protection to former revetment (6)
(10) binding connection；
4) increase bank protection construction newly: installation bank side template (11) is connect by screw rod (12) with former revetment (6)；It is subsequently mounted neighbour
Water side template (20) is made of sizing tripod (13), operating platform (14) and steel plate；Side template (20) side that borders on the river is provided with
Collapsible form (24), the side template that borders on the river (20) rotate collapsible form (24) after being installed, make collapsible form (24) and bank side form
Plate (11) side connects and passes through screw rod (12) connection；Casting concrete after the completion of formwork erection forms the newly-increased part (23) of shore protection；It tears open
The screw rod (12) of mould Shi Xiansong collapsible form (24), then bank side template (11) are removed, it is jacked finally by plate jacking device adjacent
Water side template (20), demolition are bordered on the river side template (20), and the side template that borders on the river (20) is slid onto next construction section after unclamping；It is right after demoulding
The newly-increased part of shore protection is conserved in time；Plate jacking device by fashioned iron reaction beam (15), steel shoe (16), jack (21),
Running gear composition, running gear include bearing (17) and idler wheel (18), and idler wheel (18) is set on sliding rail (19), lift steel
Idler wheel (18) be fixed on fashioned iron reaction beam (15), fashioned iron reaction beam (15) be fixed on sizing tripod (13) horizontal channel steel on
And it is linked as entirety, while auxiliary jack (22) auxiliary is set, top lift is provided；
5) foam concrete is constructed: the prefabricated ribbed plate stake (26) of elder generation's injection at design position on rear side of the active service revetment, sheet pile setting
Floor (27) is reserved with preformed hole on rib of slab (27), and the soil body is excavated in classification, excavates one layer with one layer of supporting of steel pipe support (29),
Through preformed hole installation variable diameter Grouting Pipe (31) after the completion of excavating, presstressed reinforcing steel (28) are reserved to newly-increased shore protection and carry out spreading, peace
It installs foam concrete reinforced mesh (30) and carries out pouring for foam concrete (32) afterwards；Then variable diameter Grouting Pipe (31) are carried out
Slip casting, and tensioning, sealing off and covering anchorage are carried out to presstressed reinforcing steel；It finally pours and newly pours road surface (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710484039.9A CN107401142B (en) | 2017-06-23 | 2017-06-23 | Bank revetment heightening construction method is refuted in active service |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710484039.9A CN107401142B (en) | 2017-06-23 | 2017-06-23 | Bank revetment heightening construction method is refuted in active service |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107401142A CN107401142A (en) | 2017-11-28 |
| CN107401142B true CN107401142B (en) | 2019-04-12 |
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| CN201710484039.9A Expired - Fee Related CN107401142B (en) | 2017-06-23 | 2017-06-23 | Bank revetment heightening construction method is refuted in active service |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174994B (en) * | 2021-03-24 | 2022-07-12 | 湖北省路桥集团有限公司 | Construction method of high retaining wall structure in complex steep terrain |
| CN114658045B (en) * | 2022-04-15 | 2024-03-01 | 福州市勘测院有限公司 | Active retaining wall repairing construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001317028A (en) * | 2000-05-08 | 2001-11-16 | Genkai Ryo | Revetment structure having wave absorbing function and sea water discharging function |
| CN202865796U (en) * | 2012-08-29 | 2013-04-10 | 华恒建设集团有限公司 | Bank protection structure with reinforced concrete prefabricated slab piles |
| CN103410167A (en) * | 2013-08-29 | 2013-11-27 | 深圳市福田建安建设集团有限公司 | Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method |
| CN203603105U (en) * | 2013-11-27 | 2014-05-21 | 浙江大学城市学院 | Wall plate type ecological retaining wall bank protection structure |
| CN105780719A (en) * | 2016-03-24 | 2016-07-20 | 浙江大学城市学院 | Heightened construction method for active service stone building bank protecting wall |
-
2017
- 2017-06-23 CN CN201710484039.9A patent/CN107401142B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001317028A (en) * | 2000-05-08 | 2001-11-16 | Genkai Ryo | Revetment structure having wave absorbing function and sea water discharging function |
| CN202865796U (en) * | 2012-08-29 | 2013-04-10 | 华恒建设集团有限公司 | Bank protection structure with reinforced concrete prefabricated slab piles |
| CN103410167A (en) * | 2013-08-29 | 2013-11-27 | 深圳市福田建安建设集团有限公司 | Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method |
| CN203603105U (en) * | 2013-11-27 | 2014-05-21 | 浙江大学城市学院 | Wall plate type ecological retaining wall bank protection structure |
| CN105780719A (en) * | 2016-03-24 | 2016-07-20 | 浙江大学城市学院 | Heightened construction method for active service stone building bank protecting wall |
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| Publication number | Publication date |
|---|---|
| CN107401142A (en) | 2017-11-28 |
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