CN205501927U - Active service is refuted bank revetment wall and is increased structure - Google Patents
Active service is refuted bank revetment wall and is increased structure Download PDFInfo
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- CN205501927U CN205501927U CN201620233085.2U CN201620233085U CN205501927U CN 205501927 U CN205501927 U CN 205501927U CN 201620233085 U CN201620233085 U CN 201620233085U CN 205501927 U CN205501927 U CN 205501927U
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- revetment
- shore protection
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- foam concrete
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Abstract
The utility model provides an active service is refuted bank revetment wall and is increased structure, former shore protection top is provided with the angle steel according to a determining deviation, adopts the welding to link to each other with the bar planting of former shore protection top, and foam concrete sea side form board and newly -increased shore protection side form are all through screw rod and angle steel fastening connection, foam concrete bank side is evenly inserted and is beaten the prefabricated plate, and foam concrete bank side template settings is the disconnect -type, passes through channel -section steel, screw rod and nut fastening connection with the prefabricated plate, newly -increased shore protection framework steel bar adopts straight screw sleeve to be connected with former shore protection bar planting. The utility model discloses an active service keeps on that the revetment wall increases that the structure method has that the structure is reliable, construction convenience, time limit for a project are short, environment friendly and concrete impression advantage of high quality.
Description
Technical field
This utility model belongs to hydraulic engineering field, and relate to revetment increases structure, particularly relates to active service and refutes bank revetment and increase
Increase structure.
Technical background
A large amount of built Shore protection design standards are low, and constantly corroding and washing away through sea water for a long time, gradually lose it and exercise
Resist sudden and violent tide, wave, current invasion and attack, the effect of seashore inside and outside protection harbour.In the face of the active service shore protection that quantity is the hugest, all
Push over neither science of rebuilding to exhaust the people and drain the treasury again.Accordingly, it would be desirable to active service revetment is increased, reinforced, structure peace can be met
Complete and real requirement, this type of active service revetment is increased, reinforcing engineering is in recent years in growth trend year by year.
Process to active service revetment at present mainly has reconstruction method, bored concrete pile method for strengthening, mini pile method for strengthening etc. in situ, when taking
In situ during reconstruction method, original disease barricade is removed, again builds revetment according to new specification, need to carry out large-area opening
Digging, cutting depth is big, and long construction period and cost are high；Bored concrete pile method for strengthening, i.e. directly uses punching to irrigate at bank side position
Stake is reinforced, and when its punching operation, the disturbance to active service revetment is relatively big, there is bigger potential safety hazard in construction；Mini pile adds
Gu method is relatively new, constructs convenient, but cost performance is poor.
In consideration of it, it is fast to need utility model one speed of application at present badly, active service can be met and refute bank revetment and can meet after reinforcing
Use requirement, can fully have enough to meet the need again various material, building cost control is refuted bank revetment in the active service of reduced levels and increases structure.
Utility model content
The purpose of this utility model is to provide a kind of active service to refute bank revetment and increases constructing structure, easy construction, can meet existing
Labour refutes bank revetment can meet use requirement after reinforcing, can fully have enough to meet the need again various material, by building cost control at relatively low water
Flat.
For achieving the above object, this utility model have employed techniques below scheme:
Active service is refuted bank revetment and is increased structure, including former revetment, is provided with implantation anchor pole in former revetment, and former revetment surface sets
There is lattice girder；The upper surface of former revetment is provided with newly-increased shore protection by bar planting, has poured foam concrete at former revetment dorsal part.
Described former revetment top is provided with angle steel, is weldingly connected with bar planting, is provided with foam concrete sea side template and newly-increased shore protection
Side form is all fastenedly connected with angle steel by screw rod.
Described foam concrete has precoated plate in the uniform inserted to play in bank side, and precoated plate is fastenedly connected with bubble by channel-section steel, screw rod and nut
Foam concrete bank side template.
Described newly-increased shore protection skeleton reinforcing steel bar uses straight screw sleeve to be connected with former shore protection bar planting.
This utility model has following feature and a beneficial effect:
(1) original structure is made full use of, by implanting anchor pole inside former revetment, and at its surface configuration framework lattice girder,
Fully improve the bearing capacity of existing structure.
(2) use foam concrete to backfill after wall, there is the features such as light weight, intensity is high, speed of application is fast, actual
Apply respond well.
(3) newly-increased shore protection template, screw rod, nut etc. all can fully reuse, and are greatly improved efficiency of construction, saved construction
Cost.
Accompanying drawing explanation
Fig. 1 is that active service is refuted bank revetment and increased structural representation；
Fig. 2 is foam concrete construction schematic diagram；
Fig. 3 is newly-increased bank protection construction schematic diagram；
Fig. 4 increases shore protection template joint detail figure newly；
Fig. 5 is foam concrete bank side template joint detail figure；
In figure: 1. basis elevation, the most former shore protection retaining wall foundation, the most former revetment, 4. lattice girder reinforcing bar, 5. lattice girder, 6. anchor
Bar, 7. bar planting, 8. angle steel, 9. screw rod, 10. nut, 11. dowels, 12. foam concrete sea side templates, 13. foams mix
Solidifying soil, 14. plain concretes, 15. surface layer structures, 16. precoated plates, 17. present situation ground, 18. increase shore protection skeleton reinforcing steel bar newly, and 19.
Newly-increased shore protection, 20. shore protection side forms, 21. straight screw sleeves, 22. foam concrete bank side templates, 23. channel-section steels
Detailed description of the invention
The technical scheme of the application is illustrated below with reference to embodiment and accompanying drawing:
These realities such as present embodiment welding procedure, bolt connection construction technique, reinforcing bar binding technique and concrete pouring construction technique
Not stating tired in executing, emphasis illustrates that this utility model relates to the embodiment of structure.
Fig. 1 is that this patent active service is refuted bank revetment and increased structural representation.Shown in reference Fig. 1, this patent integral lifting template
Reinforcement system specifically include that basis elevation 1, former shore protection retaining wall foundation 2, former revetment 3, lattice girder reinforcing bar 4, lattice girder 5,
Anchor pole 6, bar planting 7, angle steel 8, screw rod 9, nut 10, dowel 11, foam concrete sea side template 12, foam coagulation
Soil 13, plain concrete 14, surface layer structure 15, precoated plate 16, present situation ground 17, newly-increased shore protection skeleton reinforcing steel bar 18, increase newly and protect
Bank 19, newly-increased shore protection side form 20, straight screw sleeve 21, foam concrete bank side template 22, channel-section steel 23.
Former revetment 3 is implanted anchor pole 6 and links together with the lattice girder reinforcing bar 4 in lattice girder 5；Hole in former shore protection top
Implanting reinforcing bar, bar planting 7 is effective becomes an entirety by new-old structure connection；The pre-buried dowel in side, foam concrete sea 11, will
The body of wall of newly-increased shore protection 19 links together with the wall back of the body, overall stress；Foam concrete top is plain concrete 14, on its face
Carry out the construction of pavement structure 15.
Fig. 2 is foam concrete construction schematic diagram.With reference to shown in Fig. 2, foam concrete sea side template 12 uses integration punching block
Plate, angle steel 8 pre-buried with former shore protection top bottom it uses screw rod 9, nut 10 to be fastenedly connected, steel angle structure as it can be seen,
Bottom uses the mode of welding to be connected with bar planting 7.
Fig. 3 is newly-increased bank protection construction schematic diagram.With reference to shown in Fig. 3, newly-increased shore protection skeleton reinforcing steel bar 18 uses straight thread with bar planting 7
Sleeve 21 connects；Foam concrete pours complete and removes foam concrete sea side template 12 after reaching some strength and transfer to new
Increase side, shore protection sea, use as newly-increased shore protection side form 20.
Fig. 4 is newly-increased shore protection template joint detail figure, and Fig. 5 is foam concrete bank side template joint detail figure.Reference Fig. 4,
Shown in Fig. 5, newly-increased shore protection side template is connected with angle steel 8 by screw rod 9, nut 10, and foam concrete bank side template is with prefabricated
Plate 16 is fastenedly connected by channel-section steel 23, screw rod 9, nut 10.
Claims (4)
1. an active service is refuted bank revetment and is increased structure, it is characterised in that include former revetment (3), in former revetment (3)
Being provided with implantation anchor pole (6), former revetment (3) surface is provided with lattice girder (5)；Bar planting is passed through in the upper surface of former revetment (3)
(7) it is provided with newly-increased shore protection (19), pours foam concrete (13) at former revetment (3) dorsal part.
Active service the most according to claim 1 is refuted bank revetment and is increased structure, it is characterised in that described former revetment (3)
Top is provided with angle steel (8), is weldingly connected with bar planting (7), is provided with foam concrete sea side template (12) and newly-increased shore protection side
Mould (20) is all fastenedly connected with angle steel (8) by screw rod (9).
Active service the most according to claim 1 is refuted bank revetment and is increased structure, it is characterised in that described foam concrete is at bank
The uniform inserted to play in side has precoated plate (16), and precoated plate (16) is fastenedly connected by channel-section steel (23), screw rod (9) and nut (10)
There is foam concrete bank side template (22).
Active service the most according to claim 1 is refuted bank revetment and is increased structure, it is characterised in that described newly-increased shore protection skeleton steel
Muscle (18) uses straight screw sleeve (21) to be connected with former shore protection bar planting (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620233085.2U CN205501927U (en) | 2016-03-24 | 2016-03-24 | Active service is refuted bank revetment wall and is increased structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620233085.2U CN205501927U (en) | 2016-03-24 | 2016-03-24 | Active service is refuted bank revetment wall and is increased structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205501927U true CN205501927U (en) | 2016-08-24 |
Family
ID=56732538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620233085.2U Active CN205501927U (en) | 2016-03-24 | 2016-03-24 | Active service is refuted bank revetment wall and is increased structure |
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| CN (1) | CN205501927U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
| CN108661069A (en) * | 2018-04-02 | 2018-10-16 | 山东建筑大学 | Close on the wall piled anchor composite structure and method of old Retaining Wall Reinforcement under the load of river road surface |
| CN112832191A (en) * | 2021-01-13 | 2021-05-25 | 中国电建集团贵阳勘测设计研究院有限公司 | Dyke heightening and reinforcing structure |
| CN112921727A (en) * | 2021-01-28 | 2021-06-08 | 攀钢集团工程技术有限公司 | High and steep slope road widening construction method |
-
2016
- 2016-03-24 CN CN201620233085.2U patent/CN205501927U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
| CN108661069A (en) * | 2018-04-02 | 2018-10-16 | 山东建筑大学 | Close on the wall piled anchor composite structure and method of old Retaining Wall Reinforcement under the load of river road surface |
| CN112832191A (en) * | 2021-01-13 | 2021-05-25 | 中国电建集团贵阳勘测设计研究院有限公司 | Dyke heightening and reinforcing structure |
| CN112921727A (en) * | 2021-01-28 | 2021-06-08 | 攀钢集团工程技术有限公司 | High and steep slope road widening construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |