CN108411851A - The construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea - Google Patents
The construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea Download PDFInfo
- Publication number
- CN108411851A CN108411851A CN201810074518.8A CN201810074518A CN108411851A CN 108411851 A CN108411851 A CN 108411851A CN 201810074518 A CN201810074518 A CN 201810074518A CN 108411851 A CN108411851 A CN 108411851A
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- Prior art keywords
- concrete slab
- plate
- slab pavement
- concrete
- pavement structure
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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
- E02B3/12—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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G25/00—Watering gardens, fields, sports grounds or the like
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
- A01G9/033—Flat containers for turf, lawn or the like, e.g. for covering roofs
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Abstract
The invention discloses the construction methods that area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea, include the following steps：A, to slope foundation excavation；B, laying work area determines；C, mask holder makes；D, the first concrete slab pavement plate is installed；E, the second concrete slab pavement plate is installed；F, concrete slab pavement structure is set in laying work area；G, concrete slab pavement structure is conserved；H, backfilling of earthwork.The present invention constructs the structure completed than concrete structure better protecting effect, and is influenced by environment small；In transportational process, structural failure can be prevented；In construction, it can be to the first concrete slab pavement plate and the second concrete slab pavement plate quick-replaceable of damage, improve the integrality of concrete slab pavement structure, the globality of construction efficiency and concrete slab pavement structure is improved simultaneously, it prevents in construction concrete slab pavement structure to occur depositing and offset phenomena, and ecodevelopment can be promoted.
Description
Technical field
The invention belongs to river seas to enclose and cultivate area's training works technical field, and in particular to area's sloping breakwater is enclosed and cultivated with mixed in a kind of river sea
The construction method of concrete board pavement structure.
Background technology
In order to prevent in river, marine site flood interference, generally beach is fenced up the reclamation of wasteland with dykes and dams in He Haichu.River sea
Runner can be renovated on a large scale by enclosing and cultivating, eliminate the riverine people because the river that collapses, breach a dyke due to drift about aimlessly, disaster with one's family broken up, Er Qieneng
River sea region Tidal Flat Resources are developed and used, the conspicuous contradiction having a large population and a few land is alleviated.
River sea, which is enclosed and cultivated, has been applied to the traditional services such as agricultural, salt industry, target be expanded to development industrial and mining enterprises, port construction,
The plurality of target service such as railway construction, aquaculture.After enclosing and cultivating coating surface land, first has to provide water source of fresh water, establish perfect
Irrigation and drainage system draws the light desalinization of soil by flooding or leaching, or combines kind of a rice washed off soil salinity, meets the requirements such as irrigation, water drainage, controlling groundwater level.
It is enclosed and cultivated in area's regulation in He Hai at present, concreting knot need to be used in region construction sloping breakwater, the prior art
Structure is used as the pavement structure of sloping breakwater.The structural strength is high, rigidity is big, under the action of working load deformation and amount of deflection compared with
It is small, play flood control, protection against erosion effect.The structure is in construction, the wiretie in slope surface, then mould is arranged at wiretie
Plate, then casting concrete, cast-in-place concrete have plasticity, can be poured according to specific template.But pouring coagulation
When native, it is vulnerable to the influence of current scour so that construction progress is delayed；Cast-in-place concrete solidification needs the long period, people
The marking is easily left above to step down in, and influences overall aesthetics；And the concrete after pouring is not easy to plant vegetation, ecological difference.
Invention content
Above-mentioned technical problem present in present invention aims to solve the prior art provides a kind of river sea and encloses and cultivates area slope
The construction method of dike concrete slab pavement structure is made using the first concrete slab pavement plate and the second concrete slab pavement plate
For the pavement structure of sloping breakwater, which mixes than concrete structure better protecting effect, the first concrete slab pavement plate and second
Concrete board protection slab uses mold to be integrally formed in advance in the factory, is influenced by environment small；In transportational process, first is mixed
Concrete board protection slab and the second concrete slab pavement board group synthesize an entirety and are transported, and prevent structural failure；It had been laid with
Cheng Zhong can improve concrete slab shield to the first concrete slab pavement plate and the second concrete slab pavement plate quick-replaceable of damage
The integrality of face structure, while concrete slab pavement structure being fixed in laying work area by concrete and reinforcing bar, raising is applied
The globality of work efficiency rate and concrete slab pavement structure prevents concrete slab pavement structure appearance deposition and displacement in construction existing
As；And after the completion of concrete slab pavement structure construction, above and below the first concrete slab pavement plate and the second concrete slab pavement plate
Connection promotes ecodevelopment convenient for draining and plant growth.
In order to solve the above-mentioned technical problem, the present invention adopts the following technical scheme that：
The construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea, it is characterised in that including walking as follows
Suddenly：
A, construction site surveying and locating, then flattened to slope foundation excavation, and to slope surface；
B, laying work area determines：
1) the laying groove of design is measured according to design drawing, and makes axis, then using digging machine to being laid with ditch
Slot is excavated；
2) it is measured at the trough rim for being laid with groove and determines steel plate installation position, then steel is vertically squeezed at steel plate installation position
Then plate welds template in the side of steel plate, the region between template is concrete slab pavement structure laying work area；
C, mask holder makes：
1) according to drawing selective positioning plate, the length all same of four sides of positioning plate, then mask support plate is carried out
Notch is cut, the depth of notch is identical as the height of positioning plate, then pulls out orthogonal two references in the top surface of positioning plate
Mask support plate is aligned in positioning plate by line, center position of the Guide Settings in positioning plate side then according to reference line
The center position of side welds positioning plate and mask support plate, the top surface of the top surface and mask support plate of positioning plate
It flushes；
2) the both ends of right angle bar be respectively welded one piece connection end plate, then will connection end plate be placed on drilling machine open up it is logical
Then the side for connecting end plate and the side of mask support plate are welded and fixed by hole, formed between right angle bar and mask support plate
Water seepage hole；
D, the first concrete slab pavement plate is installed：
1) it is integrally formed using mold pair the first concrete slab pavement plate made；
2) the first concrete slab pavement plate to meet standard requirements is moved laterally on mask holder, the first concrete slab shield
Panel is arranged on right angle bar, while the end of the first concrete slab pavement plate is embedded into the space between positioning plate and right angle bar
In, the groove of the first concrete slab pavement plate is correspondingly arranged with water seepage hole, top surface and the mask branch of the first concrete slab pavement plate
The top surface of fagging flushes；
3) by the first concrete slab pavement plate tiling on the ground, using giant pair the first concrete slab pavement plate into
Row cleaning；
E, the second concrete slab pavement plate is installed：
1) it is integrally formed using mold pair the second concrete slab pavement plate made；
2) it is passed through reinforcing bar in the through-hole of connection end plate, then the second concrete slab pavement plate is nested into reinforcing bar from top to bottom
On, and the second concrete slab pavement plate is placed on the top surface of mask support plate, the second concrete slab pavement plate the first
It plants space and corresponds setting with the ecologic planting hole of the first concrete slab pavement plate, second of the second concrete slab pavement plate
It plants space and the groove of the first concrete slab pavement plate is correspondingly arranged, be then inserted in anti-dropout end on the top of reinforcing bar；
F, concrete slab pavement structure is set in laying work area：
1) it is measured in concrete slab pavement structure laying work area, and timber is set, the length that timber is higher by slope surface is mixed
The setting height of concrete board pavement structure, then horizontal line is released between timber；
2) construction site is by cement, building stones and water mixed ingredients, and is stirred to it, is configured to concrete；
3) concrete slab pavement structure is transported to construction site, then anti-dropout end is extracted from the top of reinforcing bar, connect
It according to horizontal position, the sequence of concrete slab pavement structure from left to right, from top to bottom is laid on concrete slab shield
It in the structure laying work area of face, in process of deployment, is fixed using concrete between adjacent two concrete slabs pavement structure, and will
Extra spade removes between adjacent two concrete slabs pavement structure, is then beaten to reinforcing bar, and reinforcing bar bottom is set
It sets in soil, while being flushed with the top surface of the second concrete slab pavement plate at the top of reinforcing bar；
G, concrete slab pavement structure is conserved, and removes the steel plate being laid at groove；
H, backfilling of earthwork：Soil is backfilled in the ecologic planting hole of the first concrete slab pavement plate, then in ecologic planting hole
The plant of middle plantation well developed root system, and soil is backfilling at the top of the first planting space of the second concrete slab pavement plate,
Then soil, then the Turf Culture in the second planting space are backfilled in the second planting space of the second concrete slab pavement plate.
Further, step b the is 2) in part, it is vertical squeeze into steel plate after, vertically squeeze into branch at the trough rim for being laid with groove
Supporting wood plate, support board is close to steel plate, then brace is arranged at the trough rim for being laid with groove, then between brace and support board
To pull rope.Support board plays a supporting role to steel plate, and steel plate is prevented to be inclined outwardly.
Further, after the completion of template is welded, gutter is excavated in the both sides for being laid with groove 2) in part by step b the, then
The casting concrete at gutter, prevents seeping phenomenon.
Further, step f the is 3) in part, before being laid with to concrete slab pavement structure, in concrete slab pavement structure
Backing plate is set in laying work area, and backing plate has opened up mounting hole in advance, and mounting hole corresponds setting with reinforcing bar, then uses insertion rod
Backing plate is fixed in concrete slab pavement structure laying work area, the top surface of adjacent two pieces of backing plates keeps balance, concrete slab shield
Face structure setting is on backing plate, while reinforcing bar after mounting hole by being arranged into soil.The setting of backing plate can be by lateral coagulation
Native plate pavement structure connects, convenient for concrete curing between adjacent two concrete slabs pavement structure.
Further, it in step g, after being conserved to concrete slab pavement structure, sprinkles water to concrete slab pavement structure,
Watering is misty from top to bottom to spray repeatedly, and the ecologic planting hole of the first concrete slab pavement plate is moisturized, plant growth is conducive to.
The present invention is by adopting the above-described technical solution, have the advantages that：
The present invention is used as the mask knot of sloping breakwater using the first concrete slab pavement plate and the second concrete slab pavement plate
Structure, the second concrete slab pavement plate plays first time protective action, and the first concrete slab pavement plate plays second of protection work
With the protection effect that breakage does not interfere with total occurs in the second concrete slab pavement plate so that the structure is than concrete knot
Structure better protecting effect.First concrete slab pavement plate and the second concrete slab pavement plate use mold one in advance in the factory
Molding, when concrete slab pavement structure is arranged, the first concrete slab pavement plate and the second concrete slab pavement plate have been cured,
It is influenced by environment small.
The present invention is installed using mask holder pair the first concrete slab pavement plate, and in mask holder manufacturing process,
The alignment of mask support plate is welded on to the center position of positioning plate side, then one piece of connection is respectively welded at the both ends of right angle bar
Then the side for connecting end plate and the side of mask support plate are welded and fixed by end plate, shape between right angle bar and mask support plate
At water seepage hole, right angle bar thus can be used and support the first concrete slab pavement plate, and by the end of the first concrete slab pavement plate
Portion is embedded into the space between positioning plate and right angle bar, avoids the first concrete slab pavement plate that from can not being arranged in mask holder
On.Reinforcing bar is passed through in the through-hole of connection end plate, reinforcing bar can carry out the first concrete slab pavement plate position-limiting action, then by the again
Two concrete slab pavement plates are nested on reinforcing bar from top to bottom, and the second concrete slab pavement plate is placed into mask support plate
On top surface, then anti-dropout end is inserted on the top of reinforcing bar.By the first concrete slab pavement plate and the second concrete slab pavement
Board group synthesizes an entirety and is transported, and prevents structural failure.In process of deployment, when the first concrete slab pavement plate and second
When concrete slab pavement plate occurs damaged to a certain degree, anti-dropout end is extracted, then by the second concrete slab pavement plate from steel
It is removed on muscle, the second concrete slab pavement plate can be replaced, then extracted reinforcing bar from the through-hole of connection end plate, then by first
Concrete slab pavement plate is laterally removed from mask holder, can replace the first concrete slab pavement plate.It in this way can be to damage
First concrete slab pavement plate and the second concrete slab pavement plate quick-replaceable improve the integrality of concrete slab pavement structure.
The top surface of positioning plate is flushed with the top surface of mask support plate in the present invention, the top surface of the first concrete slab pavement plate with
The top surface of mask support plate flushes, and the second concrete slab pavement plate could be arranged in mask support plate and the first concrete in this way
On plate protection slab, prevent the second concrete slab pavement plate from shaking phenomenon occur.
When concrete slab pavement structure is arranged in the present invention in laying work area, between adjacent two concrete slabs pavement structure
It is fixed using concrete, then reinforcing bar is beaten, reinforcing bar bottom is arranged into soil, while is mixed with second at the top of reinforcing bar
The top surface of concrete board protection slab flushes.It in this way can be in such a way that concrete and reinforcing bar be combined with each other by concrete slab pavement structure
It is fixed in laying work area, improves the globality of construction efficiency and concrete slab pavement structure, prevent concrete slab in construction from protecting
Face structure occurs depositing and offset phenomena.
After the completion of the present invention is to concrete slab pavement structure construction, groove and the water seepage hole pair of the first concrete slab pavement plate
It should be arranged, the first planting space of the second concrete slab pavement plate and the ecologic planting hole of the first concrete slab pavement plate are mutually right
It should be arranged, the second planting space of the second concrete slab pavement plate and the groove of the first concrete slab pavement plate are correspondingly arranged, and are made
It obtains the first concrete slab pavement plate and the second concrete slab pavement plate is connected to up and down, the water in concrete slab pavement structure can pass through
Ecologic planting hole and water seepage hole discharge promote ecodevelopment convenient for draining and plant growth.First planting space and ecologic planting
Soil height in hole is high, and extends through in slope surface, is conducive to the plant for planting well developed root system；And the second planting space by
The limitation of first concrete slab pavement plate, can only Turf Culture, promote sloping breakwater Environmental Development.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the structural schematic diagram of concrete slab pavement structure in the present invention；
Fig. 2 is the structural schematic diagram of the second concrete slab pavement plate in the present invention；
Fig. 3 is the structural schematic diagram of mask holder in the present invention；
Fig. 4 is the structural schematic diagram of the first concrete slab pavement plate in the present invention；
Fig. 5 is the structural schematic diagram after the installation of the first concrete slab pavement plate in the present invention；
Fig. 6 is the structural schematic diagram after present invention construction.
Specific implementation mode
As shown in Figures 1 to 6, the construction party of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated for a kind of river sea of the present invention
Method includes the following steps：
A, construction site surveying and locating, then flattened to slope foundation excavation, and to slope surface.
B, laying work area determines：
1) the laying groove of design is measured according to design drawing, and makes axis, then using digging machine to being laid with ditch
Slot is excavated.
2) it is measured at the trough rim for being laid with groove and determines steel plate installation position, then steel is vertically squeezed at steel plate installation position
Plate.It is vertical squeeze into steel plate after, vertically squeeze into support board at the trough rim for being laid with groove, support board is close to steel plate, then
It is laid at the trough rim of groove and brace is set, then to pull rope between brace and support board.Support board plays steel plate
Supporting role prevents steel plate to be inclined outwardly.Then template is welded in the side of steel plate, the region between template is protected for concrete slab
Face structure laying work area.
After the completion of template is welded, gutter, then the casting concrete at gutter are excavated in the both sides for being laid with groove, is prevented
Only seeping phenomenon.
C, mask holder makes：
1) according to drawing selective positioning plate, the length all same of four sides of positioning plate 3, then to mask support plate 4 into
Row cutting notch, the depth of notch are identical as the height of positioning plate 3.Again orthogonal two are pulled out in the top surface of positioning plate 3
Reference line, for Guide Settings in the center position of 3 side of positioning plate, the setting of reference line can improve the welding of mask support plate 4
The accuracy of position.Then according to reference line, mask support plate 4 is aligned in the center position of 3 side of positioning plate, will be positioned
Plate 3 is welded with mask support plate 4, and the top surface of positioning plate 3 is flushed with the top surface of mask support plate 4.
2) one piece of connection end plate 7 is respectively welded at the both ends of right angle bar 5, then connection end plate 7 is placed on drilling machine and is opened
If through-hole 8.Then the side for connecting end plate 7 and the side of mask support plate 4 are welded and fixed, right angle bar 5 and mask support plate 4
Between formed water seepage hole 6.
D, the first concrete slab pavement plate 2 is installed：
1) it is integrally formed using the first concrete slab pavement of the mold pair plate 2 made.
2) the first concrete slab pavement plate 2 to meet standard requirements is moved laterally on mask holder, the first concrete slab
Protection slab 2 is arranged on right angle bar 5, while the end 10 of the first concrete slab pavement plate 2 is embedded into positioning plate 3 and right angle bar 5
Between space in, groove 9 and the water seepage hole 6 of the first concrete slab pavement plate 2 are correspondingly arranged, the first concrete slab pavement plate 2
Top surface flushed with the top surface of mask support plate 4.
3) on the ground by the tiling of the first concrete slab pavement plate 2, using the first concrete slab pavement of giant pair plate 2
It is cleaned.
E, the second concrete slab pavement plate 1 is installed：
1) it is integrally formed using the second concrete slab pavement of the mold pair plate 1 made.
2) it is passed through reinforcing bar 14 in the through-hole 8 of connection end plate 7, then the second concrete slab pavement plate 1 is inserted in from top to bottom
It is placed on the top surface of mask support plate 4 onto reinforcing bar 14, and by the second concrete slab pavement plate 1, the second concrete slab pavement
First planting space 11 of plate 1 corresponds setting, the second concrete with the ecologic planting hole 13 of the first concrete slab pavement plate 2
The second planting space 12 and the groove 9 of the first concrete slab pavement plate 2 of plate protection slab 1 are correspondingly arranged, then in reinforcing bar 14
Anti-dropout end is inserted on top, in transportational process, prevents reinforcing bar 14 from being fallen from concrete slab pavement structure.
F, concrete slab pavement structure is set in laying work area：
1) it is measured in concrete slab pavement structure laying work area, and timber is set, the length that timber is higher by slope surface is mixed
The setting height of concrete board pavement structure, then horizontal line is released between timber, the height of concrete slab pavement structure is with water
Subject to horizontal line.
2) construction site is by cement, building stones and water mixed ingredients, and is stirred to it, is configured to concrete.
3) concrete slab pavement structure is transported to construction site, then anti-dropout end is extracted from the top of reinforcing bar 14.
Then according to horizontal position, the sequence of concrete slab pavement structure from left to right, from top to bottom is laid on concrete slab
In pavement structure laying work area.In process of deployment, fixed using concrete between adjacent two concrete slabs pavement structure, and
Spade extra between adjacent two concrete slabs pavement structure is removed.Then reinforcing bar 14 is beaten, by reinforcing bar 14
In the setting to soil of bottom, while 14 top of reinforcing bar is flushed with the top surface of the second concrete slab pavement plate 1.
Before being laid with to concrete slab pavement structure, backing plate, backing plate are set in concrete slab pavement structure laying work area
Mounting hole is opened up in advance, mounting hole corresponds setting with reinforcing bar 14, then backing plate is fixed on concrete slab using insertion rod
In pavement structure laying work area, the top surface of adjacent two pieces of backing plates keeps balance, and concrete slab pavement structure setting is on backing plate, together
When reinforcing bar 14 pass through after mounting hole setting in soil.The setting of backing plate can connect lateral concrete slab pavement structure
Come, convenient for concrete curing between adjacent two concrete slabs pavement structure.
G, concrete slab pavement structure is conserved, and removes the steel plate being laid at groove.
After being conserved to concrete slab pavement structure, sprinkle water to concrete slab pavement structure, mist from top to bottom of sprinkling water
Shape sprays repeatedly, and the ecologic planting hole 13 of the first concrete slab pavement plate 2 is moisturized, plant growth is conducive to.
H, backfilling of earthwork：Soil is backfilled in the ecologic planting hole 13 of the first concrete slab pavement plate 2, then in ecologic planting
The plant of well developed root system is planted in hole 13, and soil is backfilling into the first planting space 11 of the second concrete slab pavement plate 1
At top, soil is then backfilled in the second planting space 12 of the second concrete slab pavement plate 1, then in the second planting space 12
Middle Turf Culture.
The present invention is used as the mask of sloping breakwater using the first concrete slab pavement plate 2 and the second concrete slab pavement plate 1
Structure, the first concrete slab pavement plate 2 and the second concrete slab pavement plate 1 are integrally formed using mold in advance in the factory,
When concrete slab pavement structure is arranged, the first concrete slab pavement plate 2 and the second concrete slab pavement plate 1 have been cured, by
Environment influences small.
The present invention is installed using the first concrete slab pavement of mask holder pair plate 2, and in mask holder manufacturing process,
Mask support plate 4 is aligned to the center position for being welded on 3 side of positioning plate, then one piece is respectively welded at the both ends of right angle bar 5
End plate 7 is connected, is then welded and fixed the side for connecting end plate 7 and the side of mask support plate 4, right angle bar 5 is supported with mask
Water seepage hole 6 is formed between plate 4, and right angle bar 5 thus can be used and support the first concrete slab pavement plate 2, and by the first concrete
The end 10 of plate protection slab 2 is embedded into the space between positioning plate 3 and right angle bar 5, avoids 2 nothing of the first concrete slab pavement plate
Method is arranged on mask holder.It is passed through reinforcing bar 14 in the through-hole 8 of connection end plate 7 again, reinforcing bar 14 can protect the first concrete slab
Panel 2 carries out position-limiting action, then the second concrete slab pavement plate 1 is nested into from top to bottom on reinforcing bar 14, and by the second coagulation
Native plate protection slab 1 is placed on the top surface of mask support plate 4, is then inserted in anti-dropout end on the top of reinforcing bar 14.By first
Concrete slab pavement plate 2 and the second concrete slab pavement plate 1 are combined into an entirety and are transported, and prevent structural failure.It is spreading
If in the process, when the first concrete slab pavement plate 2 and the second concrete slab pavement plate 1 occur damaged to a certain degree, by anticreep
End extraction is fallen, then the second concrete slab pavement plate 1 is removed from reinforcing bar 14, the second concrete slab pavement plate 1 can be replaced,
Then reinforcing bar 14 is extracted from the through-hole 8 of connection end plate 7, then the first concrete slab pavement plate 2 is lateral from mask holder
It removes, the first concrete slab pavement plate 2 can be replaced.It in this way can be to the first concrete slab pavement plate 2 of damage and the second coagulation
Native 1 quick-replaceable of plate protection slab improves the integrality of concrete slab pavement structure.
The top surface of positioning plate 3 is flushed with the top surface of mask support plate 4 in the present invention, the top of the first concrete slab pavement plate 2
Face is flushed with the top surface of mask support plate 4, and the second concrete slab pavement plate 1 could be arranged in mask support plate 4 and the in this way
On one concrete slab pavement plate 2, prevent the second concrete slab pavement plate 1 from shaking phenomenon occur.
When concrete slab pavement structure is arranged in the present invention in laying work area, between adjacent two concrete slabs pavement structure
Fixed using concrete, then reinforcing bar 14 beaten, by the setting of 14 bottom of reinforcing bar in soil, while 14 top of reinforcing bar with
The top surface of second concrete slab pavement plate 1 flushes.It in this way can be in such a way that concrete and reinforcing bar 14 be combined with each other by concrete
Plate pavement structure is fixed in laying work area, is improved the globality of construction efficiency and concrete slab pavement structure, is prevented in construction
Concrete slab pavement structure occurs depositing and offset phenomena.
After the completion of the present invention is to concrete slab pavement structure construction, the groove 9 and water seepage hole of the first concrete slab pavement plate 2
6 are correspondingly arranged, the ecologic planting of the first planting space 11 and the first concrete slab pavement plate 2 of the second concrete slab pavement plate 1
Hole 13 corresponds setting, and the second planting space 12 of the second concrete slab pavement plate 1 is recessed with the first concrete slab pavement plate 2
Slot 9 is correspondingly arranged so that the first concrete slab pavement plate 2 is connected to the second about 1 concrete slab pavement plate, concrete slab pavement
Water in structure can be discharged by ecologic planting hole 13 and water seepage hole 6, convenient for draining and plant growth, promote ecodevelopment.The
Soil height in one planting space 11 and ecologic planting hole 13 is high, and extends through in slope surface, is conducive to plant well developed root system
Plant；And the second planting space 12 is limited by the first concrete slab pavement plate 2, can only Turf Culture, promote sloping breakwater
Environmental Development.
It these are only specific embodiments of the present invention, but the technical characteristic of the present invention is not limited thereto.It is any with this hair
Based on bright, to solve essentially identical technical problem, essentially identical technique effect is realized, made simple change, etc.
With replacement or modification etc., all it is covered by among protection scope of the present invention.
Claims (5)
1. the construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea, it is characterised in that including walking as follows
Suddenly：
A, construction site surveying and locating, then flattened to slope foundation excavation, and to slope surface；
B, laying work area determines：
1) the laying groove of design is measured according to design drawing, and makes axis, then using digging machine to be laid with groove into
Row excavates；
2) it is measured at the trough rim for being laid with groove and determines steel plate installation position, then steel plate is vertically squeezed at steel plate installation position,
Then template is welded in the side of steel plate, the region between template is concrete slab pavement structure laying work area；
C, mask holder makes：
1) according to drawing selective positioning plate, the length all same of four sides of positioning plate, then mask support plate is cut
Notch, the depth of notch is identical as the height of positioning plate, then pulls out orthogonal two reference lines, ginseng in the top surface of positioning plate
It examines the center position that line is arranged in positioning plate side and mask support plate is aligned in positioning plate side then according to reference line
Center position, positioning plate and mask support plate are welded, the top surface of positioning plate is flushed with the top surface of mask support plate；
2) one piece of connection end plate is respectively welded at the both ends of right angle bar, then connection end plate is placed on drilling machine and opens up through-hole,
Then the side for connecting end plate and the side of mask support plate are welded and fixed, form infiltration between right angle bar and mask support plate
Hole；
D, the first concrete slab pavement plate is installed：
1) it is integrally formed using mold pair the first concrete slab pavement plate made；
2) the first concrete slab pavement plate to meet standard requirements is moved laterally on mask holder, the first concrete slab pavement plate
It is arranged on right angle bar, while the end of the first concrete slab pavement plate is embedded into the space between positioning plate and right angle bar,
The groove of first concrete slab pavement plate is correspondingly arranged with water seepage hole, top surface and the mask support plate of the first concrete slab pavement plate
Top surface flush；
3) it on the ground by the tiling of the first concrete slab pavement plate, is carried out using giant pair the first concrete slab pavement plate clear
It washes；
E, the second concrete slab pavement plate is installed：
1) it is integrally formed using mold pair the second concrete slab pavement plate made；
2) it is passed through reinforcing bar in the through-hole of connection end plate, then the second concrete slab pavement plate is nested on reinforcing bar from top to bottom,
And the second concrete slab pavement plate is placed on the top surface of mask support plate, first kind of the second concrete slab pavement plate plants sky
Between correspond setting with the ecologic planting hole of the first concrete slab pavement plate, second kind of the second concrete slab pavement plate plant it is empty
Between be correspondingly arranged with the groove of the first concrete slab pavement plate, be then inserted in anti-dropout end on the top of reinforcing bar；
F, concrete slab pavement structure is set in laying work area：
1) it is measured in concrete slab pavement structure laying work area, and timber is set, the length that timber is higher by slope surface is concrete
The setting height of plate pavement structure, then horizontal line is released between timber；
2) construction site is by cement, building stones and water mixed ingredients, and is stirred to it, is configured to concrete；
3) concrete slab pavement structure is transported to construction site, then anti-dropout end is extracted from the top of reinforcing bar, then root
According to horizontal position, the sequence of concrete slab pavement structure from left to right, from top to bottom is laid on concrete slab pavement knot
In structure laying work area, in process of deployment, fixed using concrete between adjacent two concrete slabs pavement structure, and will be adjacent
Extra spade removes between two concrete slab pavement structures, is then beaten to reinforcing bar, and the setting of reinforcing bar bottom is arrived
In soil, while being flushed with the top surface of the second concrete slab pavement plate at the top of reinforcing bar；
G, concrete slab pavement structure is conserved, and removes the steel plate being laid at groove；
H, backfilling of earthwork：Soil is backfilled in the ecologic planting hole of the first concrete slab pavement plate, then is planted in ecologic planting hole
The plant of well developed root system is planted, and soil is backfilling at the top of the first planting space of the second concrete slab pavement plate, then
Soil, then the Turf Culture in the second planting space are backfilled in the second planting space of the second concrete slab pavement plate.
2. the construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea according to claim 1,
It is characterized in that：Step b the is 2) in part, it is vertical squeeze into steel plate after, vertically squeeze into support board at the trough rim for being laid with groove,
Support board is close to steel plate, then brace is arranged at the trough rim for being laid with groove, then to drawstring between brace and support board
Rope.
3. the construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea according to claim 1,
It is characterized in that：2) step b the in part, after the completion of template is welded, excavates gutter, then draining in the both sides for being laid with groove
Casting concrete at ditch.
4. the construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea according to claim 1,
It is characterized in that：3) step f the in part, before being laid with to concrete slab pavement structure, area is laid in concrete slab pavement structure
Backing plate is set in domain, and backing plate has opened up mounting hole in advance, and mounting hole corresponds setting with reinforcing bar, then uses insertion rod by backing plate
It is fixed in concrete slab pavement structure laying work area, the top surface of adjacent two pieces of backing plates keeps balance, concrete slab pavement structure
It is arranged on backing plate, while reinforcing bar after mounting hole by being arranged into soil.
5. the construction method of area's sloping breakwater concrete slab pavement structure is enclosed and cultivated in a kind of river sea according to claim 1,
It is characterized in that：It in step g, after being conserved to concrete slab pavement structure, sprinkles water to concrete slab pavement structure, watering is certainly
Upper and lower mist is sprayed repeatedly, and the ecologic planting hole of the first concrete slab pavement plate is moisturized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810074518.8A CN108411851B (en) | 2018-01-25 | 2018-01-25 | construction method of concrete slab facing structure for slope dike of river and sea reclamation area |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810074518.8A CN108411851B (en) | 2018-01-25 | 2018-01-25 | construction method of concrete slab facing structure for slope dike of river and sea reclamation area |
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| CN108411851A true CN108411851A (en) | 2018-08-17 |
| CN108411851B CN108411851B (en) | 2019-12-06 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506308A (en) * | 2022-11-17 | 2022-12-23 | 山东省路桥集团有限公司 | But quick assembly disassembly's water conservancy flood prevention engineering concatenation formula slope protection device |
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| KR20100090550A (en) * | 2009-02-06 | 2010-08-16 | 장영미 | Connecting apparatus and connecting method of precast concrete elements and precast concrete element comprising the connecting apparatus |
| CN105544465A (en) * | 2016-01-29 | 2016-05-04 | 俞向阳 | Bank protecting wall |
| CN205348097U (en) * | 2016-01-29 | 2016-06-29 | 俞向阳 | Bank dyke revetment |
| CN205776083U (en) * | 2016-06-21 | 2016-12-07 | 长江勘测规划设计研究有限责任公司 | A kind of chain the guarding wave slope protection prefabricated section system |
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| KR20100090550A (en) * | 2009-02-06 | 2010-08-16 | 장영미 | Connecting apparatus and connecting method of precast concrete elements and precast concrete element comprising the connecting apparatus |
| CN105544465A (en) * | 2016-01-29 | 2016-05-04 | 俞向阳 | Bank protecting wall |
| CN205348097U (en) * | 2016-01-29 | 2016-06-29 | 俞向阳 | Bank dyke revetment |
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| CN108411851B (en) | 2019-12-06 |
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