CN106049355A - Hard foundation retention wall structure and construction method thereof - Google Patents
Hard foundation retention wall structure and construction method thereof Download PDFInfo
- Publication number
- CN106049355A CN106049355A CN201610644592.XA CN201610644592A CN106049355A CN 106049355 A CN106049355 A CN 106049355A CN 201610644592 A CN201610644592 A CN 201610644592A CN 106049355 A CN106049355 A CN 106049355A
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- China
- Prior art keywords
- guide rail
- waterwall
- positioning guide
- dash
- dash wallboard
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- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a hard foundation retention wall structure. The hard foundation retention wall structure comprises a locating guide rail and a retention wall which are arranged along a flood prevention line. The cross section of the locating guide rail is in a U shape with an upward opening. The locating guide rail is laid on a hard foundation. The retention wall is formed by buckling a plurality of retention wall boards longitudinally. The two long sides of each retention wall board are provided with catching grooves for mutual buckling. The ground ends of the retention wall boards are arranged on the water facing side of the locating guide rail. Supporting devices are arranged on the backwater sides of the retention wall boards. A retention wall body of the hard foundation retention wall structure is composed of the retention wall boards capable of being spliced. The hard foundation retention wall structure can take the advantages of good integrality, safety and firmness during flood fighting, emergency rescues and flood control. The hard foundation retention wall structure is of an assembly type detachable structure and is easy, convenient and quick to mount and dismount. The problems of low flood fighting and emergency rescue efficiency, high workload, long construction time, low safety performance, huge waste of manpower and material resources and the like in the prior art are solved. A safe, firm and reusable emergency rescue structure which is fast to mount and good in flood prevention performance is provided for flood fighting and emergency rescues.
Description
Technical field
The present invention relates to the waterwall in hydraulic engineering, be specifically related to a kind of hard ground waterwall structure and construction party
Method.
Background technology
Tradition flood-fighting uses the method flood-fighting such as frame timber sand bag, have that efficiency is low, workload big, construction time
Between long, security performance is low, expend the shortcomings such as very big man power and material, has made great difficulty and safety for emergent flood-fighting
Hidden danger.
River dykes and dams include soft foundation and hard ground at present, and wherein hard ground refers to concrete or rock texture
Dykes and dams or ground (such as city inner village road and bridge, tunnel, subway, moat bank etc.), or basis through process
The dykes and dams (the such as side slope etc. of reservoir, rivers and lakes) reinforced.But hard ground hardness is big, and surface is carefully and neatly done, it is difficult to fixing wood
Stake or sandbag, prior art is not the most applicable to the method for hard ground, it is therefore desirable to a kind of dash being applicable to hard ground
Structure.
Summary of the invention
It is an object of the invention to provide a kind of hard ground waterwall structure and construction method, there is assembly, portable
Property, high efficiency, the hard ground waterwall structure of the advantage such as reusable.
It is an object of the invention to be achieved through the following technical solutions:
A kind of hard ground waterwall structure, including prolonging the flood control positioning guide rail arranged along the line and waterwall, described location
The cross section of guide rail is the U-shaped cross section of opening upwards, and described positioning guide rail is laid on hard ground, and described waterwall is by some
Dash wallboard longitudinally occlusion splicing composition, the long limit, both sides of described dash wallboard is respectively equipped with the snap close being mutually twisted, described
The earth terminal of dash wallboard is arranged on the water side, face of described positioning guide rail, and the land side of described dash wallboard is provided with support means.
In preferred embodiments, the bottom land side of described dash wallboard is provided with dismountable first clamping plate, described
Relative distance between first clamping plate and dash wallboard is regulated by bolt, clamps institute between described first clamping plate and dash wallboard
State positioning guide rail.
In preferred embodiments, described support means includes support bar and supports seat, and one end of described support bar can
The connection described dash wallboard rotated, the rotatable connection of the other end described support seat of described support bar, described support seat is solid
It is scheduled on described hard ground.
In preferred embodiments, described support bar includes being positioned at the body of rod of centre and being positioned at the connector at two ends, institute
That states the body of rod is respectively arranged at two ends with positive silk and anti-silk, and the threaded one end of described connector connects the described body of rod, described connector
The rotatable connection of the other end described dash wallboard or support seat.
In preferred embodiments, the cross section of described support seat is the U-shaped cross section of opening upwards, and described support seat hangs down
Straight in the land side of described positioning guide rail, the center line of described support seat is mutually coplanar with the center line of described dash wallboard.
In preferred embodiments, one end of described support seat is provided with dismountable second clamping plate, described second clamping plate
And the relative distance supported between seat is regulated by bolt, between described second clamping plate and support seat, clamp described positioning guide rail.
In preferred embodiments, also include several backwater gates prolonging waterwall distribution, described waterwall is divided
Becoming some sections, described backwater gate includes being positioned at the gate column that lateral symmetry is arranged, and the inner side of described gate column is provided with prolongs
The slot of described gate column distribution, described slot is inserted into multiple door-plate prolonging slot stacking, and the two ends of described door-plate are respectively
Inserting in the slot of both sides, the outside of described gate column is provided with the snap close being connected with dash wallboard.
In preferred embodiments, the earth terminal of described dash wallboard is provided with for the sealing strip of preventing water leakage and/or anti-
Water coiled material.
In preferred embodiments, the snap close junction of described dash wallboard be provided with for preventing water leakage sealing strip and/
Or waterproof roll.
In preferred embodiments, described dash wallboard is Larsen steel sheet pile.
A kind of hard ground waterwall construction method, including laying positioning guide rail, installing initial dash wallboard, installation
Support seat, support bar, installation waterwall be installed:
Laying positioning guide rail: prolong flood control on hard ground and lay positioning guide rail along the line, described positioning guide rail is by expanding
It is bolted on described hard ground, is bolted between adjacent positioning guide rail.
Initial dash wallboard is installed: by dash wallboard vertical display in the initial end of positioning guide rail, at described dash wallboard
Land side the first clamping plate are installed, regulate the relative distance between described first clamping plate and dash wallboard by bolt, described
Described positioning guide rail is clamped between one clamping plate and dash wallboard.
Install and support seat: the center line of described support seat and the center line conllinear of described dash wallboard, described support seat is by swollen
Swollen it is bolted on described hard ground.
Support bar is installed: one end of support bar is installed to the land side of described dash wallboard, another of described support bar
End is installed on described support seat, rotates the body of rod, the length of regulation support bar.
Waterwall is installed: carry out being engaged spelling with the snap close on described initial dash wallboard by the side lock on dash wallboard
Dress, then carries out installing support seat described in step and installing support bar, and described dash wallboard prolongs positioning guide rail vertical pendulum and is placed on firmly
On quality base.
Repeat step waterwall to be installed, support seat is installed and support bar is installed, obtain waterwall.
In preferred embodiments, it is additionally provided with installation gate column before described laying positioning guide rail and door-plate is installed；
Gate column is installed: prolong and choose several gate installation positions in flood control along the line, and in the two of described gate installation position
Side is symmetrical arranged gate column, and the bottom of described gate column is fixed on described hard ground by expansion bolt；
Door-plate is installed: by door-plate horizontal positioned, and be inserted into from top to bottom in the slot of described gate column, several institutes
State door-plate vertical stacking between gate column, form backwater gate, initial dash wallboard is inserted vertically into from top to bottom, makes institute
The snap close stated on initial dash wallboard is engaged mutually with the snap close on gate column.
The invention have the benefit that
1, waterwall main body of the present invention uses sliceable dash wallboard composition, resists in flood-fighting and can play on flood
Good integrity, the advantage of safety and firmness, and use assembled demountable structure, installation and removal the most very simple and fast, for
Flood-fighting provides the quality time, solve tradition flood-fighting efficiency is low, workload big, engineering time length, security performance are low,
Expend the shortcomings such as very big man power and material, for flood-fighting provide a kind of install fast, flood control performance is good, safety and firmness, can weigh
The multiple emergency repair structure used.
2, the connection between the positioning guide rail of the present invention, dash wallboard, support means is and removably connects, and dash
Wallboard, support means all may be mounted to the optional position on positioning guide rail, reduce positioning guide rail, dash wallboard, support means
Processing request and installation requirement, improve work efficiency, reduce cost of manufacture.
3, the present invention is provided with the multiple backwater gates prolonging waterwall distribution, and the door-plate of backwater gate is the lightest, can pass through
Manually installed, if wanting to observe water level conditions, remove door-plate the most successively, the degree removing door-plate is fixed with water level, it is impossible to
Less than waterline, backwater gate is made to become the lowest order of waterwall, until after whole door-plates is removed, detachable whole dash
Wall, if flood occurs throughout the year, the Chengwu Chinese in such as thousand lakes, can the most only remove door-plate, pass for people, car, retain gear
Waterwall, when rainfall to appear exceeds standard, it is only necessary to installs transverse slat, blocks the lowest order of waterwall, can realize quickly increasing dykes and dams
Effect, installation effectiveness is high, it is to avoid unnecessary loss.
4, the obliquity of the support means scalable dash wallboard of the present invention, the two ends of support bar are positive and negative link knot
Structure, it is achieved rotate the body of rod, it becomes possible to simultaneously regulate the length of support bar, simple to operate, regulation efficiency is high.
Accompanying drawing explanation
Below according to accompanying drawing, the present invention is described in further detail.
Fig. 1 is the overall structure figure of the hard ground waterwall structure described in the embodiment of the present invention；
Fig. 2 be the water side, face of Fig. 1 face structure chart；
Fig. 3 be in Fig. 1 A to amplification assumption diagram；
Fig. 4 be in Fig. 1 B to amplification assumption diagram；
Fig. 5 is the amplification assumption diagram of support bar in Fig. 1.
In figure:
1, positioning guide rail；2, dash wallboard；3, snap close；4, the first clamping plate；5, support bar；6, seat is supported；7, the body of rod；8, even
Junctor；9, the second clamping plate；10, gate column；11, slot；12, door-plate；13, waterproof roll.
Detailed description of the invention
For making the purpose of the embodiment of the present invention, technical scheme and advantage clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
The a part of embodiment of the present invention rather than whole embodiments.Generally implement with the present invention illustrated described in accompanying drawing herein
The assembly of example can be arranged with various different configurations and design.Therefore, reality to the present invention provided in the accompanying drawings below
The detailed description executing example is not intended to limit the scope of claimed invention, but is merely representative of the selected enforcement of the present invention
Example.Based on the embodiment in the present invention, those of ordinary skill in the art are obtained under not making creative work premise
Every other embodiment, broadly falls into the scope of protection of the invention.
Embodiments of the invention are described below in detail, and the example of embodiment is shown in the drawings, the most identical
Or similar label represents same or similar element or has the element of same or like function.Retouch below with reference to accompanying drawing
The embodiment stated is exemplary, it is intended to is used for explaining the present invention, and is not considered as limiting the invention.
The present invention is further illustrated with specific embodiment below with reference to accompanying drawings.
As it is shown in figure 1, a kind of hard ground waterwall structure of the embodiment of the present invention, including prolonging determining of flood control setting along the line
Position guide rail 1 and waterwall, the cross section of positioning guide rail 1 is the U-shaped cross section (such as channel-section steel) of opening upwards, and positioning guide rail 1 is laid on
On hard ground, the center preformed hole of positioning guide rail 1, and be fixed on hard ground by expansion bolt, the length of positioning guide rail 1
Degree be 1 meter to 5 meters one section, connected by bolt between every section, on positioning guide rail 1, the contact surface with hard ground is provided with sealing
Bar.
Waterwall is made up of the longitudinally occlusion splicing of some dash wallboards 2, and the long limit, both sides of dash wallboard 2 is provided with and is mutually twisted
Snap close 3, dash wallboard 2 is inserted vertically into from top to bottom, makes snap close 3 phase between two dash wallboards 2 be engaged, dash wallboard 2
It is preferably Larsen steel sheet pile, as in figure 2 it is shown, the earth terminal of described dash wallboard 2 is provided with for the sealing strip of preventing water leakage and/or anti-
Water coiled material 13, sealing strip and waterproof roll 13 are used to block the gap bottom dash wallboard, wherein sealing strip and waterproof roll
13 can use simultaneously, and waterproof roll 13 is additionally operable to block the gap between sealing strip and dash wallboard, the lock of described dash wallboard 2
Detain 3 junctions and be provided with the sealing strip for preventing water leakage and/or waterproof roll 13, in wherein sealing strip is located at snap close 3, be used for blocking
Gap between snap close 3, waterproof roll 13 is located at the water side, face of the snap close junction of dash wallboard 2, is used for preventing water from entering into
In gap between snap close, sealing strip can be replaced fluid sealant.
Dash wallboard 2 is arranged on the water side, face of positioning guide rail 1, and the bottom of dash wallboard 2 is provided with screwed hole, at dash wallboard
The land side of 2 is provided with dismountable first clamping plate 4 by bolt, is regulated between the first clamping plate 4 and dash wallboard 2 by bolt
Relative distance, the outer side elevation of clamping and positioning guide rail 1 between the first clamping plate 4 and dash wallboard 2, this attachment structure realizes dash
Quickly removing and installing between wallboard 2 and positioning guide rail 1, dash wallboard 2 can be fixed on any position on positioning guide rail 1
Put, it is possible to adapt to the requirement of different terrain, reduce positioning guide rail 1 and the processing request of dash wallboard 2.
The land side of dash wallboard 2 is provided with support means, as it is shown on figure 3, support means includes support bar 5 and supports seat 6,
The rotatable connection in one end dash wallboard 2 of support bar 5, the rotatable connecting support seat of the other end 6 of support bar 5, such as Fig. 5 institute
Showing, support bar 5 includes being positioned at the body of rod 7 of centre and is positioned at the connector 8 at two ends, the body of rod 7 be respectively arranged at two ends with positive silk with anti-
Silk, the threaded one end connecting-rod body 7 of connector 8, the other end rotatable connection dash wallboard 2 of connector 8 or support seat 6,
By rotating the body of rod 7, the body of rod 7 is made to rotate against, due to the rotation direction phase of the two ends screw thread of the body of rod 7 with connector 8 generation at two ends
Instead, make connector 8 simultaneously to overhanging or simultaneously to inside contracting, it is achieved that the length of regulation support bar 5.
Support seat 6 to be fixed on hard ground by expansion bolt, support U-shaped section that cross section is opening upwards of seat 6
Face, such as channel-section steel, T-slot steel, wherein as a example by T-slot steel, support seat 6 and be perpendicular to the land side of positioning guide rail 1, support seat 6
Center line mutually coplanar with the center line of dash wallboard 2, i.e. the vertical edge of T-slot steel is perpendicular to the land side of positioning guide rail 1, T-slot steel
Center line align with the center line of dash wallboard 2, the one end supporting seat 6 is provided with dismountable second clamping plate 9, the second clamping plate 9 with
Relative distance between support seat 6 is regulated by bolt, clamping and positioning guide rail 1, i.e. T-slot steel between the second clamping plate 9 and support seat 6
Upper and positioning guide rail 1 contact surface is provided with the second clamping plate 9, and the second clamping plate 9 are bolted T-steel groove, are adjusted by bolt
Save the relative distance between the second clamping plate 9 and T-steel groove, the inner side facade of the second clamping plate 9 and T-steel groove clamping and positioning guide rail 1,
This attachment structure realizes supporting seat 6 and may be mounted to the optional position on positioning guide rail 1, can completely support seat 6 according to dash wallboard 2
One_to_one corresponding, reduces installation requirement, improves installation effectiveness, reduces the processing request supporting seat 6 with positioning guide rail 1.
When, after dash wallboard 2 fittable slackening device, by rotating the body of rod 7, thus regulating the length of support bar 5, thus adjust
The gradient of joint dash wallboard 2, makes dash wallboard 2 be adjusted to optimum position, eliminates because installing dash wallboard that is unfavorable, that cause
Between 2 produce in pressure, improve dash wallboard 2 when water effect.
Also include several backwater gates prolonging waterwall distribution, waterwall is divided into some sections, as shown in Figure 4, dash
Gate includes being positioned at the gate column 10 that lateral symmetry is arranged, and the inner side of gate column 10 is provided with prolongs inserting of gate column 10 distribution
Groove 11, slot 11 is inserted into multiple door-plate 12 prolonging slot 11 stacking, and door-plate 12 is horizontally disposed with so that it is the two ends on narrow limit are inserted respectively
Enter in the slot 11 of both sides, multiple door-plate 12 vertical stackings, form backwater gate, the inwall of slot 11 is provided with sealing strip, lock
The outside of door pillar 10 is provided with the snap close 3 being connected with dash wallboard 2, and door-plate 12 is the lightest, can be by manually installed, if thinking
Observing water level conditions, remove door-plate 12 the most successively, the degree removing door-plate 12 is fixed with water level, it is impossible to less than water level
Line, makes backwater gate become the lowest order of waterwall, until after whole door-plates 12 is removed, detachable whole waterwall, if often
There is flood in year, the Chengwu Chinese in such as thousand lakes, can the most only remove door-plate 12, pass for people, car, retain waterwall,
When rainfall to appear exceeds standard, it is only necessary to transverse slat is installed, blocks the lowest order of waterwall, can realize quickly increasing the effect of dykes and dams
Really, installation effectiveness is high, it is to avoid unnecessary loss.
A kind of hard ground waterwall construction method, including laying positioning guide rail 1, installing initial dash wallboard 2, peace
Dress supports seat 6, installs support bar 5, installation waterwall:
Lay positioning guide rail 1: prolonging flood control laying along the line positioning guide rail 1 on hard ground, positioning guide rail 1 passes through expanding screw
Bolt is fixed on hard ground, is bolted between adjacent positioning guide rail 1.
Initial dash wallboard 2 is installed: by dash wallboard 2 vertical display in the end face water side of positioning guide rail 1, at waterwall
The land side of plate 2 installs the first clamping plate 4, regulates the relative distance between the first clamping plate 4 and dash wallboard 2 by bolt, and first
It is clamped between clamping plate 4 and dash wallboard 2 on the outer side elevation of positioning guide rail 1.
Install and support seat 6: the one end supporting seat 6 is propped up positioning guide rail 1, make center line and the dash wallboard 2 of support seat 6
Center line conllinear, is fixed on support seat 6 on hard ground finally by expansion bolt.
Installing support bar 5: one end of support bar 5 is installed to the land side of dash wallboard 2, rotate the body of rod 7, regulation supports
The length of bar 5, then be installed to the other end of support bar 5 support on seat 6, the most again rotate the body of rod 7, regulation support bar 5
Length, is adjusted to optimum tilt position by dash wallboard 2.
Waterwall is installed: carry out being engaged spelling with the snap close 3 on initial dash wallboard 2 by the side lock 3 on dash wallboard 2
Dress, then carries out step and installs support seat 6, installs support bar 5,
Repeat waterwall to be installed, support seat 6, installation support bar 5 are installed, obtain prolonging the waterwall of positioning guide rail 1 distribution.
In preferred embodiments, before laying positioning guide rail 1, it is additionally provided with installation dash node, stands including installing node
Post, installation transverse slat, installation dash wallboard 2.
Gate column 10 is installed: prolong and choose several gate installation positions in flood control along the line, and in the both sides of gate installation position
Being symmetrical arranged gate column 10, the bottom of gate column 10 is fixed on hard ground by expansion bolt.
Door-plate 12 is installed: by door-plate 12 horizontal positioned, be manually inserted into the most from top to bottom at the two ends of door-plate 12 and be positioned at
In the slot 11 of two side gate columns 10, several door-plates 12 vertical stacking between gate column 10, form backwater gate.
Initial dash wallboard 2 is installed: be inserted vertically into from top to bottom by initial dash wallboard 2, makes on initial dash wallboard 2
Snap close 3 is engaged with snap close 3 phase on gate column 10, it is achieved gate column 10 and the connection of dash wallboard 2.
Last it is noted that above each embodiment is merely to illustrate technical scheme, it is not intended to limit；
Although the present invention being described in detail with reference to previous embodiment, it will be understood by those within the art that: it depends on
So the technical scheme described in previous embodiment can be modified, or wherein part or all of technical characteristic is carried out
With replacing；And these amendments or replacement, do not make the essence of appropriate technical solution depart from various embodiments of the present invention technical scheme
Scope.
Claims (12)
1. a hard ground waterwall structure, it is characterised in that: include prolonging the flood control positioning guide rail arranged along the line and waterwall,
The cross section of described positioning guide rail is the U-shaped cross section of opening upwards, and described positioning guide rail is laid on hard ground, described dash
Wall is made up of the longitudinally occlusion splicing of some dash wallboards, and the long limit, both sides of described dash wallboard is respectively equipped with the lock being mutually twisted
Button, the earth terminal of described dash wallboard is arranged on the water side, face of described positioning guide rail, and the land side of described dash wallboard is provided with and props up
Support arrangement.
Hard ground waterwall structure the most according to claim 1, it is characterised in that: the bottom backwater of described dash wallboard
Side is provided with dismountable first clamping plate, and the relative distance between described first clamping plate and dash wallboard is regulated by bolt, described
Described positioning guide rail is clamped between first clamping plate and dash wallboard.
Hard ground waterwall structure the most according to claim 1, it is characterised in that: described support means includes support bar
With support seat, the rotatable connection in one end described dash wallboard of described support bar, the other end of described support bar is rotatable
Connecting described support seat, described support seat is fixed on described hard ground.
Hard ground waterwall structure the most according to claim 3, it is characterised in that: described support bar includes being positioned at centre
The body of rod and be positioned at the connector at two ends, the described body of rod be respectively arranged at two ends with positive silk and anti-silk, one end spiral shell of described connector
Stricture of vagina connects the described body of rod, the other end rotatable connection described dash wallboard of described connector or support seat.
Hard ground waterwall structure the most according to claim 3, it is characterised in that: the cross section of described support seat is for opening
Mouth U-shaped cross section upwards, described support seat is perpendicular to the land side of described positioning guide rail, the center line of described support seat and described gear
The center line of waterwall plate is mutually coplanar.
Hard ground waterwall structure the most according to claim 5, it is characterised in that: one end of described support seat is provided with can
Second clamping plate of dismounting, described second clamping plate and the relative distance supported between seat regulate by bolt, described second clamping plate and
Support and clamp described positioning guide rail between seat.
Hard ground waterwall structure the most according to claim 1, it is characterised in that: if also including prolonging waterwall distribution
Dry backwater gate, is divided into some sections by described waterwall, and described backwater gate includes that the gate being positioned at lateral symmetry setting stands
Post, the inner side of described gate column is provided with the slot prolonging the distribution of described gate column, and described slot is inserted into multiple Yan Chacaodui
Folded door-plate, the two ends of described door-plate are inserted in the slot of both sides respectively, and the outside of described gate column is provided with and dash wallboard
The snap close being connected.
8. according to the hard ground waterwall structure described in any one in claim 1-7, it is characterised in that: described waterwall
The earth terminal of plate is provided with the sealing strip for preventing water leakage and/or waterproof roll.
9. according to the hard ground waterwall structure described in any one in claim 1-7, it is characterised in that: described waterwall
The snap close junction of plate is provided with the sealing strip for preventing water leakage and/or waterproof roll.
10. according to the hard ground waterwall structure described in any one in claim 1-7, it is characterised in that: described dash
Wallboard is Larsen steel sheet pile.
11. 1 kinds of hard ground waterwall construction methods being applied to any one in claim 1-7, its feature exists
In, including laying positioning guide rail, installing initial dash wallboard, installation support seat, installation support bar, installation waterwall:
Lay positioning guide rail: prolonging flood control on hard ground and lay positioning guide rail along the line, described positioning guide rail passes through expansion bolt
It is fixed on described hard ground, is bolted between adjacent positioning guide rail；
Initial dash wallboard is installed: by dash wallboard vertical display in the initial end of positioning guide rail, at the back of the body of described dash wallboard
The first clamping plate are installed in water side, regulate the relative distance between described first clamping plate and dash wallboard, described first folder by bolt
Described positioning guide rail is clamped between plate and dash wallboard；
Install and support seat: the center line of described support seat and the center line conllinear of described dash wallboard, described support seat passes through expanding screw
Bolt is fixed on face, described hard base；
Support bar is installed: one end of support bar is installed to the land side of described dash wallboard, the other end peace of described support bar
Install on described support seat, rotate the body of rod, the length of regulation support bar；
Waterwall is installed: carry out being engaged assembly with the snap close on described initial dash wallboard by the side lock on dash wallboard,
Then carrying out step install support seat and install support bar, described dash wallboard prolongs positioning guide rail vertical pendulum and is placed on face, hard base
On；
Repeat step waterwall to be installed, support seat is installed and support bar is installed, obtain waterwall.
12. hard ground waterwall construction methods according to claim 10, it is characterised in that: described laying positions
It is additionally provided with installation gate column before guide rail and door-plate is installed；
Gate column is installed: prolong and choose several gate installation positions in flood control along the line, and in the both sides pair of described gate installation position
Claiming to arrange gate column, the bottom of described gate column is fixed on described hard ground by expansion bolt；
Door-plate is installed: by door-plate horizontal positioned, and be inserted into from top to bottom in the slot of described gate column, several described doors
Plate is vertical stacking between gate column, formed backwater gate, initial dash wallboard is inserted vertically into from top to bottom, make described at the beginning of
Snap close on beginning dash wallboard is engaged mutually with the snap close on gate column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610644592.XA CN106049355B (en) | 2016-08-08 | 2016-08-08 | Hard ground water blocking wall construction and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610644592.XA CN106049355B (en) | 2016-08-08 | 2016-08-08 | Hard ground water blocking wall construction and construction method |
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| CN106049355A true CN106049355A (en) | 2016-10-26 |
| CN106049355B CN106049355B (en) | 2018-08-07 |
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| CN201610644592.XA Active CN106049355B (en) | 2016-08-08 | 2016-08-08 | Hard ground water blocking wall construction and construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400739A (en) * | 2016-11-30 | 2017-02-15 | 中水北方勘测设计研究有限责任公司 | Fast flood control structure for urban embankment and dam |
| CN107100133A (en) * | 2017-07-06 | 2017-08-29 | 北京北排装备产业有限公司 | A kind of clamping mechanism and its application method for quick-assembling flood control barricade |
| CN107574790A (en) * | 2017-09-13 | 2018-01-12 | 安徽金贺财建筑工程有限公司 | A kind of easy-to-dismount removable checkdam |
| CN113429067A (en) * | 2021-06-28 | 2021-09-24 | 江苏冬春水利建设工程有限公司 | River channel ecological restoration system with intelligent scientific and technological wetland unit combination |
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| CN205954570U (en) * | 2016-08-08 | 2017-02-15 | 贺立军 | Stereoplasm ground waterwall structure |
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| CN106400739A (en) * | 2016-11-30 | 2017-02-15 | 中水北方勘测设计研究有限责任公司 | Fast flood control structure for urban embankment and dam |
| CN106400739B (en) * | 2016-11-30 | 2018-04-13 | 中水北方勘测设计研究有限责任公司 | Quick flood control structure for City Bank, sill may |
| CN107100133A (en) * | 2017-07-06 | 2017-08-29 | 北京北排装备产业有限公司 | A kind of clamping mechanism and its application method for quick-assembling flood control barricade |
| CN107100133B (en) * | 2017-07-06 | 2022-08-23 | 北京北排装备产业有限公司 | Clamping mechanism for quickly assembling flood prevention retaining wall and using method thereof |
| CN107574790A (en) * | 2017-09-13 | 2018-01-12 | 安徽金贺财建筑工程有限公司 | A kind of easy-to-dismount removable checkdam |
| CN107574790B (en) * | 2017-09-13 | 2020-11-27 | 徐州天骋智能科技有限公司 | Portable manger plate dam convenient to dismantle |
| CN113429067A (en) * | 2021-06-28 | 2021-09-24 | 江苏冬春水利建设工程有限公司 | River channel ecological restoration system with intelligent scientific and technological wetland unit combination |
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