CN108385602B - It partly layings of markstone slope protection effect of energy dissipation experimental rig and application method - Google Patents
It partly layings of markstone slope protection effect of energy dissipation experimental rig and application method Download PDFInfo
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- CN108385602B CN108385602B CN201810201603.6A CN201810201603A CN108385602B CN 108385602 B CN108385602 B CN 108385602B CN 201810201603 A CN201810201603 A CN 201810201603A CN 108385602 B CN108385602 B CN 108385602B
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- 230000000694 effects Effects 0.000 title claims abstract description 20
- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims description 9
- 239000011521 glass Substances 0.000 claims abstract description 42
- 238000012360 testing method Methods 0.000 claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 21
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 238000013461 design Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 8
- 239000004575 stone Substances 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 9
- 239000002689 soil Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
- E02B1/02—Hydraulic models
-
- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Electromagnetic Pumps, Or The Like (AREA)
Abstract
The present invention provides a kind of slope protection effect of energy dissipation experimental rigs of partly layinging of markstone, by glass flume, bottom cushion block one, bottom cushion block two, water pipe, pipeline pump, flap gate, hinged shaft, cross bar slot, bank slope plate, cross bar, pedestal, partly laying of markstone, shaft, vertical plate, short axle hole, cant board, short axle, pulling plate, connecting plate, crossbeam, lead screw, runner, support, positive stop, backstop, lead screw hole composition, use slope protection effect of energy dissipation test device of partly layinging of markstone of the invention, lower experimentation cost can be used, it completes partly to laying of markstone and be tested with bank slope plate at the energy dissipating of various angles, obtain the image data of a large amount of effect of energy dissipation tests, it is preferred that going out, effect of energy dissipation is best partly to laying of markstone and bank slope plate angle, Practical Project is instructed to use；The present apparatus is applicable not only to partly bury block stone, is equally applicable to partly bury concrete block, partly buries and turn round the various energy-dissipating materials such as king's word.
Description
Technical field
The invention belongs to hydraulic engineering technical field, specifically a kind of partly laying of markstone and makes slope protection effect of energy dissipation experimental rig
Use method.
Background technique
With the development of national economy, land usable land resource day is becoming tight, and constrains local warp to a certain extent
The development of Ji, the Tidal Flat Resources that coastal area possesses are abundant, want soil, exploitation Tidal Flat Resources to ocean, it has also become alleviate soil
The inevitable choice of resource anxiety；Tidal Flat Reclamation is firstly the need of construction sea wall, and sea wall needs stronger capacity of anti-storm, to prevent
Only during typhoon stormy waves get over after dike to the extensive erosion for soil of holding one's breath after dike or billow rush to sea wall on dykes and dams property and
Facility damages, therefore sea wall meets extra large slope surface must build medicining wave structure, and the now widely used concrete for having cementing material fills
Building block stone, cemented rock structure turn round king's block etc., have the concrete of cementing material to fill building block stone, cemented rock structure, due to building stones four
Zhou Jun fills cementing material (concrete or mortar), and volume accounting of the cementing material in masonry is generally 40%~60%, although knot
Structure globality is preferable, but cementing material dosage is big, the at high cost and unrestrained performance that disappears is poor, and wind and wave resistance impact capacity is not high；Applicant's needle
Have developed Chinese patent to such case: 106638627 A of CN a kind of half fills the stone facing structure of concrete, CN 106930299
A kind of concrete of A half fills block stone construction method, and cementing material dosage is greatly reduced, reduces cost, substantially increase bank slope
Wind and wave resistance impact capacity, however since its engineer application time is short, experience is insufficient, half fills that concrete stone-laying is much with slope surface angle to be
Preferably, half filling concrete stone-laying and the much effect of energy dissipation best values of slope surface angle must do further further investigation.
Summary of the invention
In order to solve the above technical problems existing in the prior art, the present invention provides a kind of slope protection energy dissipating effects of partly layinging of markstone
Fruit experimental rig, by glass flume, bottom cushion block one, bottom cushion block two, water pipe, pipeline pump, flap gate, hinged shaft, cross bar slot,
Bank slope plate cross bar, pedestal, partly layings of markstone, shaft, vertical plate, short axle hole, cant board, short axle, pulling plate, connecting plate, crossbeam, lead screw, turns
Wheel, support, positive stop, backstop, lead screw hole composition, it is characterised in that: the bottom cushion block one, bottom cushion block two are solid respectively
It is scheduled on glass flume bottom plate, water pipe one end is connected to glass flume and is fixedly installed with glass flume, and the water pipe other end is in glass
Glass sink back upper place is fixedly installed pipeline pump above water pipe；Flap gate is hinged by hinged shaft and bottom cushion block two；Bath of glass
Slot side opens up cross bar slot, and cross bar can be placed in cross bar slot, and bank slope plate two sides and glass flume two sidewalls are fixedly installed.
Further, the pedestal and partly to laying of markstone by concreting be an entirety, shaft and pedestal are fixedly installed
Together；Vertical plate and shaft are fixedly installed, and vertical plate top opens up short axle hole, and pulling plate is hinged by short axle and vertical plate；Cant board is logical
It crosses connecting plate and bank slope plate is fixedly installed；Crossbeam both ends are fixedly installed respectively at pulling plate upper end；Lead screw sequentially passes through on support
Lead screw hole and crossbeam, positive stop and backstop are located at front side and the rear side of crossbeam；Positive stop, backstop runner and lead screw are solid
Fixed setting, support are fixed on bank slope plate；Six row pedestals are set on bank slope plate, are arranged nine on odd-numbered line pedestal from top to bottom
It is a partly laying of markstone, setting eight and half is laying of markstone on even number line pedestal.
Further, it partly layings of markstone the application method of slope protection effect of energy dissipation experimental rig, comprising the following steps:
The first step, by cant board, crossbeam, partly laying of markstone, whole components such as support are mounted on bank slope plate, record partly laying of markstone with
Bank slope plate angle；
Second step fixes bank slope plate by the practical bank slope gradient of engineering design requirements；
Third step lifts flap gate, and cross bar is put into cross bar slot, and flap gate top leans against on cross bar；
4th step fills water at glass flume rear portion, is filled in glass flume front high together with bottom cushion block；
5th step lifts cross bar, and flap gate turns over before hinged shaft, and wave is formed in glass guide channel；
6th step shoots with video-corder the image that wave passes through bank slope plate process in Transverse to the flow direction with video camera；
7th step, lifts flap gate, and cross bar is put into cross bar slot, and flap gate top leans against on cross bar；
8th step opens pipeline pump, and the water of glass flume front is pumped into glass flume rear portion, until glass flume front
Until water is high together with bottom cushion block；
9th step repeats the 5th step to the 8th step, acquires test of many times image；
Tenth step is partly laying of markstone and the first the angle off-test of bank slope plate；
11st step, rotating wheel are partly laying of markstone and are changed with bank slope plate angle by lead screw, pulling plate driving；
12nd step repeats the 5th step to the 8th step, acquires test of many times image, partly layings of markstone and second of angle of bank slope plate
Off-test；
13rd step, and so on, the available test image data partly laying of markstone with the various angles of bank slope plate；
14th step, comprehensive analysis total Test image data are found out best partly the layinging of markstone of effect of energy dissipation and are pressed from both sides with bank slope plate
Angle instructs Practical Project to use.
The invention has the advantages that lower experimentation cost can be used, completion is partly laying of markstone with bank slope plate into various angles
Energy dissipating test, obtain the image data of a large amount of effect of energy dissipation test, therefrom can be optimized effect of energy dissipation it is best partly laying of markstone with
Bank slope plate angle, instructs Practical Project to use；Partly layinging of markstone in the present apparatus cover partly bury block stone partly bury concrete block, partly bury turn round king
The various energy dissipating block materials such as word.
Detailed description of the invention
Fig. 1 is slope protection effect of energy dissipation test device test of partly layinging of markstone, schematic diagram when wave passes through Slope protection plate；
Fig. 2 is the ready schematic diagram of the device；
Fig. 3 be the device partly laying of markstone inclination angle change after ready schematic diagram；
Relation schematic diagram that Fig. 4 is the device pedestal and odd number is partly laying of markstone；
Fig. 5 be the device pedestal, odd number partly laying of markstone, the components relation schematic diagram such as cant board；
Fig. 6 be the device pedestal, even number partly laying of markstone, the components relation schematic diagram such as cant board；
Fig. 7 is each component relation schematic diagram of the device；
Fig. 8 is each component of the device and bank slope plate relation schematic diagram；
Fig. 9 is that A-A section is intended to；
Figure 10 is the device seat schematic diagram.
The present invention will be further explained below with reference to the attached drawings.
As Figure 1-10 shows, slope protection effect of energy dissipation experimental rig of partly layinging of markstone of the invention, by glass flume 1, bottom cushion block
One 2, bottom cushion block 23, water pipe 4, pipeline pump 5, flap gate 6, hinged shaft 7, cross bar slot 8, bank slope plate 9, cross bar 10, pedestal 11,
It partly layings of markstone 12, shaft 13, vertical plate 14, short axle hole 15, cant board 16, short axle 17, pulling plate 18, connecting plate 19, crossbeam 20, lead screw
21, runner 22, support 24, positive stop 25, backstop 26, lead screw hole 27 form, the bottom cushion block 1, bottom cushion block 23
It is separately fixed on 1 bottom plate of glass flume, 4 one end of water pipe is connected to glass flume 1 and is fixedly installed with glass flume 1, water pipe 4
The other end is fixedly installed pipeline pump 5 in 1 back upper place of glass flume, water pipe 4 above；Flap gate 6 passes through hinged shaft 7 and bottom
Cushion block 23 is hinged；1 side of glass flume opens up cross bar slot 8, and cross bar 10 can be placed in cross bar slot 8,9 two sides of bank slope plate and glass
The fixed setting of 1 two sidewalls of glass sink.
The pedestal 11 and partly to laying of markstone 12 by concreting be an entirety, shaft 13 is fixed at pedestal 11
Together；Vertical plate 14 and shaft 13 are fixedly installed, and 14 top of vertical plate opens up short axle hole 15, and pulling plate 18 is cut with scissors by short axle 17 and vertical plate 14
It connects；Cant board 16 is fixedly installed by connecting plate 19 and bank slope plate 9；20 both ends of crossbeam are fixedly installed respectively at pulling plate 18；Lead screw
21 sequentially pass through lead screw hole 27 and crossbeam 20 on support 24, positive stop 25 and backstop 26 be located at crossbeam 20 front side and
Rear side；Positive stop 25,26 runner 22 of backstop are fixedly installed with lead screw 21, and support 24 is fixed on bank slope plate 9；Bank slope plate
Six row pedestals 11 are set on 9, and setting nine and half layings of markstone and is arranged eight on 12, even number line pedestal 11 on odd-numbered line pedestal 11 from top to bottom
It is a partly to laying of markstone 12.
Slope protection effect of energy dissipation experimental rig of partly layinging of markstone uses according to the following steps:
The first step, by cant board, crossbeam, partly laying of markstone, whole components such as support are mounted on bank slope plate, record partly laying of markstone with
Bank slope plate angle；
Second step fixes bank slope plate by the practical bank slope gradient of engineering design requirements；
Third step lifts flap gate, and cross bar is put into cross bar slot, and flap gate top leans against on cross bar；
4th step fills water at glass flume rear portion, is filled in glass flume front high together with bottom cushion block；
5th step lifts cross bar, and flap gate turns over before hinged shaft, and wave is formed in glass guide channel；
6th step shoots with video-corder the image that wave passes through bank slope plate process in Transverse to the flow direction with video camera；
7th step, lifts flap gate, and cross bar is put into cross bar slot, and flap gate top leans against on cross bar；
8th step opens pipeline pump, and the water of glass flume front is pumped into glass flume rear portion, until glass flume front
Until water is high together with bottom cushion block；
9th step repeats the 5th step to the 8th step, acquires test of many times image；
Tenth step is partly laying of markstone and the first the angle off-test of bank slope plate；
11st step, rotating wheel are partly laying of markstone and are changed with bank slope plate angle by lead screw, pulling plate driving；
12nd step repeats the 5th step to the 8th step, acquires test of many times image, partly layings of markstone and second of angle of bank slope plate
Off-test；
13rd step, and so on, the available test image data partly laying of markstone with the various angles of bank slope plate；
14th step, comprehensive analysis total Test image data are found out best partly the layinging of markstone of effect of energy dissipation and are pressed from both sides with bank slope plate
Angle instructs Practical Project to use.
Claims (2)
- The slope protection effect of energy dissipation experimental rig 1. one kind is partly laying of markstone, by glass flume (1), bottom cushion block one (2), bottom cushion block two (3), water pipe (4), pipeline pump (5), flap gate (6), hinged shaft (7), cross bar slot (8), bank slope plate (9), cross bar (10), pedestal (11), it partly layings of markstone (12), shaft (13), vertical plate (14), short axle hole (15), cant board (16), short axle (17), pulling plate (18), connect Fishplate bar (19), crossbeam (20), lead screw (21), runner (22), support (24), positive stop (25), backstop (26), lead screw hole (27) Composition, it is characterised in that: the bottom cushion block one (2), bottom cushion block two (3) are separately fixed on glass flume (1) bottom plate, Water pipe (4) one end is connected to glass flume (1) and is fixedly installed with glass flume (1), and water pipe (4) other end is in glass flume (1) back upper place, water pipe (4) are fixedly installed pipeline pump (5) above；Flap gate (6) passes through hinged shaft (7) and bottom cushion block two (3) hinged；Glass flume (1) side opens up cross bar slot (8), and cross bar (10) is placed in cross bar slot (8), bank slope plate (9) two sides It is fixedly installed with glass flume (1) two sidewalls；The pedestal (11) and partly laying of markstone (12) by concreting be an entirety, Shaft (13) and pedestal (11) are fixedly installed together；Vertical plate (14) and shaft (13) are fixedly installed, and vertical plate (14) top opens up Short axle hole (15), pulling plate (18) are hinged by short axle (17) and vertical plate (14)；Cant board (16) passes through connecting plate (19) and bank slope Plate (9) fixed setting；Crossbeam (20) both ends are fixedly installed with pulling plate (18) upper end respectively；Lead screw (21) sequentially passes through support (24) On lead screw hole (27) and crossbeam (20), positive stop (25) and backstop (26) be located at front side and the rear side of crossbeam (20)； Positive stop (25), backstop (26), runner (22) and lead screw (21) are fixedly installed, and support (24) is fixed at bank slope plate (9) On；Six row pedestals (11) are set on bank slope plate (9), and setting nine and half layings of markstone (12), is even on odd-numbered line pedestal (11) from top to bottom (12) are laying of markstone in setting eight and half on several rows of pedestals (11).
- 2. a kind of application method using slope protection effect of energy dissipation experimental rig of partly layinging of markstone as described in claim 1, feature exist In: include the following steps；The first step, by cant board (16), crossbeam (20), partly laying of markstone (12), the whole components of support (24) are mounted on bank slope plate (9) On, record partly laying of markstone (12) and bank slope plate (9) angle；Second step fixes bank slope plate (9) by the practical bank slope gradient of engineering design requirements；Third step lifts flap gate (6), is put into cross bar slot (8) cross bar (10), and flap gate (6) top leans against cross bar (10) on；4th step fills water at glass flume (1) rear portion, is filled in glass flume (1) front same with bottom cushion block one (2) It is high；5th step lifts cross bar (10), and flap gate (6) turns over before hinged shaft (7), and wave is formed in glass guide channel；6th step shoots with video-corder the image that wave passes through bank slope plate (9) process in Transverse to the flow direction with video camera；7th step lifts flap gate (6), is put into cross bar slot (8) cross bar (10), and flap gate (6) top leans against cross bar (10) on；8th step is opened pipeline pump (5), the water of glass flume (1) front is pumped into glass flume (1) rear portion, until glass flume (1) until the water of front is with bottom cushion block one (2) with height；9th step repeats the 5th step to the 8th step, acquires test of many times image；Tenth step, partly laying of markstone (12) and bank slope plate (9) the first angle off-test；11st step, rotating wheel (22) drive partly laying of markstone (12) and bank slope plate (9) angle by lead screw (21), pulling plate (18) Change；12nd step, repeat the 5th step to the 8th step, acquire test of many times image, partly laying of markstone (12) with second of bank slope plate (9) Angle off-test；13rd step, and so on, the test image data of available partly laying of markstone (12) and bank slope plate (9) various angles；14th step, comprehensive analysis total Test image data find out effect of energy dissipation best partly laying of markstone (12) and bank slope plate (9) Angle instructs Practical Project to use.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810201603.6A CN108385602B (en) | 2018-03-12 | 2018-03-12 | It partly layings of markstone slope protection effect of energy dissipation experimental rig and application method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810201603.6A CN108385602B (en) | 2018-03-12 | 2018-03-12 | It partly layings of markstone slope protection effect of energy dissipation experimental rig and application method |
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| CN108385602B true CN108385602B (en) | 2019-10-29 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105510167A (en) * | 2016-02-03 | 2016-04-20 | 山东大学 | Water erosion characteristic testing device and method for geotextile slope protection |
| CN105756011A (en) * | 2016-04-22 | 2016-07-13 | 浙江省水利河口研究院 | Tidal bore tide head generating device for indoor physical model experiments |
| CN106596897A (en) * | 2017-01-18 | 2017-04-26 | 河海大学 | Test device and method for measuring slope fixation effects and water absorption performances of reinforced plant soil |
| CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10180547B2 (en) * | 2012-02-23 | 2019-01-15 | Taiwan Semiconductor Manufacturing Company, Ltd. | Optical bench on substrate |
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2018
- 2018-03-12 CN CN201810201603.6A patent/CN108385602B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105510167A (en) * | 2016-02-03 | 2016-04-20 | 山东大学 | Water erosion characteristic testing device and method for geotextile slope protection |
| CN105756011A (en) * | 2016-04-22 | 2016-07-13 | 浙江省水利河口研究院 | Tidal bore tide head generating device for indoor physical model experiments |
| CN106596897A (en) * | 2017-01-18 | 2017-04-26 | 河海大学 | Test device and method for measuring slope fixation effects and water absorption performances of reinforced plant soil |
| CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
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