CN107190836A - A kind of U-shaped gutter in park and its construction method - Google Patents
A kind of U-shaped gutter in park and its construction method Download PDFInfo
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- CN107190836A CN107190836A CN201710415371.XA CN201710415371A CN107190836A CN 107190836 A CN107190836 A CN 107190836A CN 201710415371 A CN201710415371 A CN 201710415371A CN 107190836 A CN107190836 A CN 107190836A
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- gutter
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- 238000010276 construction Methods 0.000 title claims abstract description 15
- 239000011449 brick Substances 0.000 claims description 41
- 206010016807 Fluid retention Diseases 0.000 claims description 27
- 239000002689 soil Substances 0.000 claims description 25
- 230000002787 reinforcement Effects 0.000 claims description 16
- 238000007789 sealing Methods 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 8
- 239000003292 glue Substances 0.000 claims description 8
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000003818 cinder Substances 0.000 claims description 6
- 238000002513 implantation Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 230000000873 masking effect Effects 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000003647 oxidation Effects 0.000 claims description 2
- 238000007254 oxidation reaction Methods 0.000 claims description 2
- 238000004162 soil erosion Methods 0.000 abstract 1
- 241000196324 Embryophyta Species 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000012535 impurity Substances 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 230000008635 plant growth Effects 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 208000037656 Respiratory Sounds Diseases 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 241000628997 Flos Species 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000007605 air drying Methods 0.000 description 1
- 235000019504 cigarettes Nutrition 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of U-shaped gutter in park and its construction method, the above-mentioned U-shaped gutter in park includes groove body and permeable lid, groove body includes storage part and connecting portion, storage part is wholely set with groove this body sidewall and inside offers storage chamber, the intake tunnel being connected with groove body is offered on the side wall of storage chamber, aqueduct is provided between storage chamber and groove body, connecting portion includes the groove and projection for being divided into groove body end, therebetween it is filled with elastic gel, the opening both sides of groove body are provided with wing plate, the present invention is efficiently solved the problems, such as due to the soil erosion that gutter stormwater overflow is caused, also enhance the connective stability between groove body, extend the service life in gutter.
Description
Technical field
The present invention relates to park technical field of drainage, more specifically, it relates to a kind of U-shaped gutter in park and its construction
Method.
Background technology
In order to prevent ponding in park, gutter generally is set by road both sides either land use for greening.Existing row
Ditch is broadly divided into two kinds of brick type and sectionally smooth join formula, and the gutter of brick type is cumbersome due to constructing, and cost is high, at present just
Gradually it is eliminated.The cardinal principle of sectionally smooth join formula is, the trench segment for having poured gutter is segmented using raw materials such as cement, and
Trench segment is directly laid when building gutter afterwards, such as patent announcement number is CN202755441U Chinese patent, is proposed
A kind of rain gutter.
For current park gutter, following problem is primarily present：When rainfall is excessive, the rainwater in gutter is easily sent out
Raw overflow, the rainwater of overflow can flow along gutter both sides, the soil of gutter both sides be caused to corrode, and then influence draining
The stability of ditch trench segment laying, causes gutter trench segment sedimentation to tilt, occurs crack between trench segment and trench segment, and then
The damage in gutter is further resulted in, shortens the service life in gutter.
The content of the invention
Easily occur easily going out between overflow, and gutter section and section for rainwater when gutter rainfall is big in practice
Existing this problem of settlement crack, the object of the invention one is to propose a kind of U-shaped gutter in park, and purpose two is to provide a kind of public affairs
The construction method in the U-shaped gutter in garden, concrete scheme is as follows：
A kind of U-shaped gutter in park, including U-shaped groove body and permeable lid, in addition to：
Storage part, including the water-retention shell body located at the both sides of groove body, the water-retention shell body and the groove body one into
Type sets and offers storage chamber inside the water-retention shell body, the top side wall of the storage chamber be provided with the groove body
The intake tunnel that portion is connected, the bottom wall level height of the storage chamber is higher than the level height of the groove body bottom wall, institute
State the aqueduct being provided between storage chamber and the groove body interior in inverted " u " font, one end of the aqueduct and institute
The bottom wall for stating groove body is in contact, and the other end is extended to inside the storage chamber；
Connecting portion, including it is separately positioned on the groove body front end face and projection and groove on rear end face, the projection
Height of projection be less than the cup depth of the groove, the projection of the groove body of two neighboring interconnection and groove it
Between form the sealing cavity for filling elastic gel, be provided between the groove body madial wall and the groove injecting glue lead to
Road.
By above-mentioned technical proposal, when the current in gutter are excessive, the storage chamber in water-retention shell body can accumulate rain
Water, prevention rainwater in a short time spills into the groove body exterior in gutter；After rainwater reduces, the water in gutter
Reduce, the rainwater in storage chamber is slowly drained in groove body through aqueduct in the presence of natural gravity, empties storage chamber,
Prepared for retaining next time；Reserved by setting between connecting portion, two neighboring groove body by the gap of mutual activity, seam
Elastic gel is filled with gap so that groove body is after settling or being axially moved a segment distance along it, therebetween still
Effectively can closely it connect, it is to avoid rainwater down permeates from gap.
Further, the groove body offers locking slot on the madial wall at its both ends along its circumference, described
The bottom of locking slot is set in spherical, is connected with to lock the lock of the two between the locking slot of the two neighboring groove body
Tight bar, the check lock lever in " n " font and two ends be arranged to be adapted with the locking slot end shape it is spherical.
Pass through above-mentioned technical proposal, it is possible to use the locking two neighboring groove body of rod locking, it is to avoid two grooves
Body is axially moved along it so that the structure in gutter is more closely consolidated.
Further, the body of rod of the check lock lever is made up of stainless steel material, and the ball-shaped end of the check lock lever is by aoxidizing
The iron block of expansion is made.
By above-mentioned technical proposal, locking boom end is extend into after locking slot, and its end through occurring later after a while
Corrosion is expanded so that the connection between check lock lever and locking slot is more fastened.
Further, the opening both sides of the groove body are symmetrically arranged with wing plate, the wing plate and the groove body
Integrally connected, edge of the wing plate away from groove body openings is brick splenium, and the two sides up and down of the brick splenium are densely covered with
Facilitate groove that cement sticks and offer fixing hole, multiple use are offered between the brick splenium and the groove body openings
In the implantation hole for facilitating ground plant growth.
By above-mentioned technical proposal, when overflow occurs in the rainwater in groove body, above-mentioned wing plate can effectively stop
The rainwater of flowing causes to corrode to the soil of groove body both sides, it is ensured that the stability of groove body；Also, the wing plate trailed
The contact Area of bearing between groove body and layer of ground soil is added, groove body can be avoided to settle, and then from being prevented effectively from
Because there is crack in gutter caused by the sedimentation of groove body；By opening up brick splenium, groove body is faced with being lifted
Support force, prevents groove body from settling；And by setting planting hole, it is possible to use the plant of groove body both sides stops one
A little impurity are dropped into groove body, can also beautify gutter.
Further, it is provided with the groove body madial wall between two neighboring locking slot described for placing
The accommodating groove of check lock lever.
By above-mentioned technical proposal, the above-mentioned check lock lever of masking can be effectively hidden, facilitates the sealing of check lock lever.
Further, the groove body is poured by resin concrete forms, and the groove body interior is square along its length
To main reinforcement is provided with, the groove body is circumferentially provided with secondary reinforcement along it, and the two ends of the secondary reinforcement are extended to
It is fixedly connected in wing plate and with the main reinforcement in netted.
By above-mentioned technical proposal, it can effectively strengthen the structural strength of groove body, it is to avoid crackle.
Further, the permeable lid is domed and top is provided with strip opening, the permeable lid both sides of the edge
Overlap joint block is provided with along its length, and the opening both sides of the edge of the groove body are provided with what is be adapted with the overlap joint block
Overlap groove.
By above-mentioned technical proposal, permeable lid can be avoided arbitrarily to be moved on groove body, strengthen permeable lid
Stability.
Further, the width of the water-retention shell body be no more than the wing plate width, the bottom of the water-retention shell body with
The reinforced sheet in smooth arc shape is provided between the bottom of the groove body.
Pass through above-mentioned technical proposal, it is possible to use water-retention shell body increases the contact area of groove body and soil layer, increase soil
Support force of the layer to groove body, it is ensured that the stability of groove body；Wing plate width is wider than the width of water-retention shell body, also causes ditch
The laying of groove body is more convenient.
Further, offer to connect the penetrating passage of storage chamber and soil layer, institute on the side wall of the water-retention shell body
State and sponge is filled with inside penetrating passage.
, can be by above-mentioned rainwater infiltration to soil when retaining rain for a long time in storage chamber by above-mentioned technical proposal
Utilized in earth for plant absorption；The sponge of setting can efficiently control the size of lower infiltration stream, it is to avoid be led because of water seepage hole
The rainwater for causing the soil around water-retention shell body to be saturated is washed away.
A kind of U-shaped draining ditch construction method in park, comprises the following steps,
S1, excavates pre-buried foundation ditch according to drainage direction on the ground, the pre-buried foundation ditch cross sectional shape and depth with as previously described
The U-shaped gutter in park cross sectional shape and depth it is suitable；
S2, is compacted pre-buried bottom of foundation ditch and lays bed course, bed course is added two-by-two by rough sand, cinder or rubble or three mixes appropriate cement
Mix；
S3, bottom brick is laid in the both sides of pre-buried foundation ditch, and the distance between above-mentioned bottom brick and pre-buried foundation ditch are equal to the U-shaped row in the park
Brick splenium is the distance between to groove body openings on the wing plate of ditch；
S4, the U-shaped gutter in the park is laid in above-mentioned pre-buried foundation ditch, wing plate is overlapped in above-mentioned bottom brick, two neighboring
The groove body in the U-shaped gutter in park mutually splices, and rubble or cinder are filled between groove body and pre-buried foundation ditch to stablize ditch
Groove body；
S5, bonds bottom brick and wing plate, and lay compo and dome brick, the bottom in the upper side of wing plate using compo
Brick is engaged with dome brick grips the wing plate；
S6, elastic gel is injected into sealing cavity by the glue injection channel on groove body；
In S7, the accommodating groove that check lock lever is placed into groove body, the both ends of check lock lever are extend into locking slot, utilize locking
The two neighboring groove body of rod locking；
S8, the accommodating groove is sealed using compo；
S9, covers permeable cover plate, covers groove body openings.
It is simpler compared with brick type gutter in above-mentioned mount scheme, process, with spliced gutter of the prior art
Mounting process is contrasted, and process is similar, it is easy to accomplish.With reference to the foregoing U-shaped gutter structure in park and construction method so that structure
The gutter structure built out is more firm, and service life is obviously prolonged.
Compared with prior art, beneficial effects of the present invention are as follows：
（1）By setting storage part, rainwater can be accumulated when rainfall is larger, it is to avoid rainwater overflows groove body to be caused to soil layer
Wash away, maintain the stability of groove body；
（2）By setting connecting portion so that activity that can be relative between two neighboring groove body, it is to avoid occur therebetween
Abnormalities crack, extends the service life in gutter；
（3）By setting wing plate, the Area of bearing of groove body is faced with not only increasing, it is to avoid it sinks, additionally it is possible to effectively
The rainwater that ground prevents overflow from going out causes to wash away to groove body；
（4）By the construction technology of improvement, the construction in gutter can not only be quickly completed, additionally it is possible to effectively extend draining
The service life of ditch.
Brief description of the drawings
Fig. 1 is the overall schematic in the U-shaped gutter in park；
Fig. 2 is diagrammatic cross-section of the U-shaped gutter in park perpendicular to length direction（One）；
Fig. 3 is diagrammatic cross-section of the U-shaped gutter in park perpendicular to length direction（Two）；
Fig. 4 is the overall schematic in the U-shaped gutter in park（Permeable lid separation）；
Fig. 5 is the schematic diagram of the U-shaped gutter connecting portion in park；
Fig. 6 is the schematic flow sheet of the U-shaped draining ditch construction method in park.
Accompanying drawing mark：1st, groove body；2nd, permeable lid；21st, strip opening；22nd, block is overlapped；3rd, storage part；31st, retaining
Housing；32nd, storage chamber；33rd, intake tunnel；34th, aqueduct；35th, penetrating passage；36th, sponge；4th, connecting portion；41st, projection；42、
Groove；43rd, sealing cavity；44th, elastic gel；45th, glue injection channel；5th, locking slot；6th, accommodating groove；7th, wing plate；71st, brick splenium；
73rd, fixing hole；74th, implantation hole；8th, main reinforcement；10th, groove is overlapped；11st, reinforced sheet；12nd, check lock lever.
Embodiment
With reference to embodiment and figure, the present invention is described in further detail, but embodiments of the present invention are not only limited
In this.
As depicted in figs. 1 and 2, the U-shaped gutter in a kind of park, including overall U-shaped groove body 1 and permeable lid
2.Permeable lid 2 is domed to be set, and its surface offers strip opening 21 for permeable.Grown along it the permeable both sides of the edge of lid 2
Degree direction is provided with overlap joint block 22, and the opening both sides of the edge of groove body 1 are provided with the overlap joint groove 10 being adapted with overlap joint block 22.
Directly above-mentioned permeable lid 2 can be overlapped on groove body 1 after the completion of the laying of groove body 1.Above-mentioned technical proposal
Avoid permeable lid 2 arbitrarily to move on groove body 1, enhance the connective stability of permeable lid 2.
In addition to said structure, the U-shaped gutter in park in the present invention also includes storage part 3 and connecting portion 4.
Specifically, storage part 3 includes the water-retention shell body 31 located at the both sides of groove body 1, water-retention shell body 31 and groove
Body 1 is integrally formed inside setting and water-retention shell body 31 and offers storage chamber 32, and the top side wall of storage chamber 32 is provided with and groove
The intake tunnel 33 being connected inside body 1, the bottom wall level height of storage chamber 32 is high higher than the level of the bottom wall of groove body 1
Degree, is provided with the aqueduct 34 in inverted " u " font, one end of aqueduct 34 and ditch between storage chamber 32 and the inside of groove body 1
The bottom wall of groove body 1 is in contact, and the other end is extended to inside storage chamber 32.The main function of aqueduct 34 is to utilize nature weight
The effect of power, when the water level in groove body 1 is less than the water level in storage chamber 32, using the effect of natural gravity by storage chamber
Rainwater in 32 is slowly discharged in groove body 1.Optimization, inhaled in above-mentioned aqueduct 34 filled with sponge 36, cloth waste etc.
Water material.
With regard to the cross sectional shape and construction perpendicular to its length direction of groove body 1, with reference to shown in Fig. 1 and Fig. 3.In Fig. 1
Construction groove body 1 bottom integrally in more flat shape, contact area between the bottom of groove body 1 and soil layer compared with
Greatly, support effect is more preferable.And water-retention shell body 31 has been dissolved into the side wall of groove body 1 on the whole in Fig. 3, therefore on the whole
The bottom of groove body 1 is more sharp, and pre-buried foundation ditch is without too wide, and above-mentioned groove body 1 is easily placed in pre-buried foundation ditch.
According to the difference of soil layer and pre-buried foundation ditch course in practice of construction, the above-mentioned groove body 1 of a selection can be selected and spread
If.
Optimization, as depicted in figs. 1 and 2, the opening both sides of groove body 1 are symmetrically arranged with wing plate 7, wing plate 7 and groove
The integrally connected of body 1.Wing plate 7 is brick splenium 71 away from the edge that groove body 1 is open, and the two sides up and down of brick splenium 71 are gathered
There is the groove for facilitating cement to stick（It is not specifically illustrated in figure）And fixing hole 73 is offered, brick splenium 71 is open with groove body 1
Between offer and multiple be used to facilitate the implantation holes 74 of ground plant growth.
By setting wing plate 7, when overflow occurs in the rainwater in groove body 1, above-mentioned wing plate 7 can effectively stop stream
Dynamic rainwater causes to corrode to the soil of the both sides of groove body 1, it is ensured that the stability of groove body 1.Also, the wing plate trailed
7 add the contact Area of bearing between groove body 1 and layer of ground soil, groove body 1 can be avoided to settle, and then from effectively keeping away
Exempt from because crack occurs in gutter caused by groove body 1 is settled.By setting brick splenium 71, in advance in the both sides of pre-buried foundation ditch
Brick body is laid, the support force of groove body 1 is faced with being lifted, prevents groove body 1 from settling；And by setting planting
Hole 74, it is possible to use the plant of the both sides of groove body 1 stops that some impurity are dropped into groove body 1, can also beautify draining
Ditch.For example in implantation hole 74 plant on grass, gutter can be caused more attractive in appearance, can also stop some such as fall leaves, cigarette end
Dropped into Deng impurity in gutter.
Groove body 1 is poured by resin concrete to be formed.In order to effectively strengthen the structural strength of groove body 1, it is to avoid
Main reinforcement 8 is provided with inside crackle, groove body 1 along its length, groove body 1 is circumferentially provided with secondary reinforcement along it
Muscle, the two ends of secondary reinforcement extend in wing plate 7 and are fixedly connected with main reinforcement 8 in netted.Above-mentioned reinforcement uses reinforcing bar,
Fixed between main reinforcement 8 and secondary reinforcement by the way of welding.
It is described in detail, the width of water-retention shell body 31 is no more than the width of wing plate 7, bottom and the groove body 1 of water-retention shell body 31
Bottom between be provided with reinforced sheet 11 in smooth arc shape.Above-mentioned technical proposal can increase groove using water-retention shell body 31
The contact area of body 1 and soil layer, support force of the increase soil layer to groove body 1, it is ensured that the stability of groove body 1；Wing plate 7
Width is wider than the width of water-retention shell body 31, also make it that the laying of groove body 1 is more convenient.
Further, offer to connect the penetrating passage 35 of storage chamber 32 and soil layer on the side wall of water-retention shell body 31,
The inside of penetrating passage 35 is filled with sponge 36.
In the present invention, the port of aqueduct 34 in above-mentioned storage chamber 32 is not less than retaining to the distance of the bottom wall of storage chamber 32
The 1/3 of the height of chamber 32 so that part rainwater is reserved with storage chamber 32.In the season of drought, above-mentioned rainwater can ooze
It is thoroughly lasting in the presence of pressure to penetrate into soil, facilitate root system of plant to absorb, root system of plant is gathered in the outer wall of groove body 1
In soil layer, rainwater can also be reduced soil at this is washed away, and then be conducive to maintaining the stabilization of groove body 1.The sea of setting
Silk floss 36 can efficiently control the size of lower infiltration stream, it is to avoid cause the soil around water-retention shell body 31 to be oozed because of water seepage hole
Saturating rainwater is washed away so that rainwater can be penetrated into sustainedly and stably in soil.
For connecting portion 4, specifically, with reference to shown in Fig. 4 and Fig. 5, connecting portion 4 includes being separately positioned on groove body 1
Projection 41 and groove 42 on front end face and rear end face, the height of projection of projection 41 is less than the cup depth of groove 42, adjacent
The sealing cavity for filling elastic gel 44 is formed between the projection 41 and groove 42 of the groove body 1 of two interconnections
43, glue injection channel 45 is provided between the madial wall of groove body 1 and groove 42.
Groove body 1 offers locking slot 5 on the madial wall at its both ends along its circumference, and the bottom of locking slot 5 is in
It is spherical to set, it is connected with to lock the check lock lever 12 of the two, check lock lever 12 between the locking slot 5 of two neighboring groove body 1
In " n " font and two ends be arranged to be adapted with the end shape of locking slot 5 it is spherical.Two neighboring ditch is locked using check lock lever 12
Groove body 1, it is to avoid two groove bodies 1 are axially moved along it so that the structure in gutter is more closely consolidated.
Optimization, the body of rod of check lock lever 12 is made up of stainless steel material, and the ball-shaped end of check lock lever 12 is by oxidation expansion
Iron block is made.Above-mentioned technical proposal, the end of check lock lever 12 is extend into after locking slot 5, and its end through occurring later after a while
Corrosion is expanded so that the connection between check lock lever 12 and locking slot 5 is more fastened.In order to effectively hide the above-mentioned check lock lever of masking
12, facilitate and be provided with the sealing of check lock lever 12, the madial wall of groove body 1 between two neighboring locking slot 5 for placing
The accommodating groove 6 of check lock lever 12.
The beneficial effect in above-mentioned gutter is analyzed as follows：
When the current in gutter are excessive, the storage chamber 32 in water-retention shell body 31 can accumulate rainwater, resistance in a short time
Only rainwater is spilt into outside the groove body 1 in gutter；After rainwater reduces, the discharge reduction in gutter, in storage chamber 32
Rainwater be slowly drained to through aqueduct 34 in the presence of natural gravity in groove body 1, be that retaining is prepared next time, in advance
The part rainwater stayed can moisten soil, beneficial to plant growth；It is pre- between connecting portion 4, two neighboring groove body 1 by setting
Stay and be filled with elastic gel 44 in the gap of mutual activity, gap so that groove body 1 is axially moved in sedimentation or along it
After one segment distance, remain able to effectively closely connect therebetween, it is to avoid rainwater down permeates from gap；By setting wing plate
7, the support force between groove body 1 and soil layer can be increased, it is to avoid groove body 1 sinks, can also avoided in groove body 1
Stormwater overflow when the both sides of rain drop erosion groove body 1 soil；Planting hole 74 on wing plate 7 can be beautiful with planting plants
It can stop that the debris such as fallen leaves are dropped into gutter while sight.
Based on the U-shaped gutter in above-mentioned park, the invention also provides a kind of construction method, as shown in fig. 6, including following step
Suddenly,
S1, excavates pre-buried foundation ditch according to drainage direction on the ground, and pre-buried foundation ditch cross sectional shape and depth and such as preceding park are U-shaped
The cross sectional shape and depth in gutter are suitable；
S2, is compacted pre-buried bottom of foundation ditch and lays bed course, bed course is added two-by-two by rough sand, cinder or rubble or three mixes appropriate cement
Mix；
S3, bottom brick is laid in the both sides of pre-buried foundation ditch, and the distance between above-mentioned bottom brick and pre-buried foundation ditch are equal to the U-shaped gutter in park
Brick splenium 71 arrives the distance between opening of groove body 1 on wing plate 7, convenient to snap into wing plate 7 in bottom brick；
S4, the U-shaped gutter in park is laid in above-mentioned pre-buried foundation ditch, wing plate 7 is overlapped in above-mentioned bottom brick, two neighboring park
The groove body 1 in U-shaped gutter mutually splices, and rubble or cinder are filled between groove body 1 and pre-buried foundation ditch, compresses with stable
Groove body 1；
S5, bonds bottom brick and wing plate 7, and lay compo and dome brick, bottom brick in the upper side of wing plate 7 using compo
It is engaged with dome brick and grips wing plate 7, it is to avoid the movement dislocation of wing plate 7；
S6, elastic gel 44 is injected into sealing cavity 43 by the glue injection channel 45 on groove body 1, until elastic gel 44
Untill overflowing glue injection channel 45, above-mentioned elastic gel 44 can be using materials such as glass cements；
S7, check lock lever 12 is placed into the accommodating groove 6 of groove body 1, and the both ends of check lock lever 12 are extend into locking slot 5,
Two neighboring groove body 1 is locked using check lock lever 12；
S8, accommodating groove 6 is sealed using compo；
S9, covers permeable cover plate, and masking groove body 1 is open, and treating compo natural air drying, gutter is i.e. later for a period of time
It can come into operation.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of U-shaped gutter in park, including groove body (1) and permeable lid (2), it is characterised in that also include：
Storage part (3), including the water-retention shell body (31) located at the both sides of groove body (1), the water-retention shell body (31) with it is described
Groove body (1) is integrally formed inside setting and the water-retention shell body (31) and offers storage chamber (32), the storage chamber (32)
Top side wall be provided with and the groove body (1) inside the intake tunnel (33) that is connected, the bottom wall of the storage chamber (32)
Level height is higher than the level height of groove body (1) bottom wall, and the storage chamber (32) is internal with the groove body (1)
Between be provided with aqueduct (34) in inverted " u " font, one end of the aqueduct (34) and the bottom wall of the groove body (1)
It is in contact, it is internal that the other end extends to the storage chamber (32)；
Connecting portion (4), including the projection (41) and groove being separately positioned on groove body (1) front end face and rear end face
(42), the height of projection of the projection (41) be less than the groove (42) cup depth, two neighboring interconnection it is described
The sealing cavity (43) for filling elastic gel (44), institute are formed between the projection (41) and groove (42) of groove body (1)
State and glue injection channel (45) is provided between groove body (1) madial wall and the groove (42).
2. the U-shaped gutter in park according to claim 1, it is characterised in that the groove body (1) is close to its both ends
Madial wall on offer locking slot (5) along its circumference, the bottom of the locking slot (5) is set in spherical, two neighboring described
It is connected with to lock the check lock lever (12) of the two between the locking slot (5) of groove body (1), the check lock lever (12) is in " n "
It is spherical that font and two ends are arranged to be adapted with the locking slot (5) end shape.
3. the U-shaped gutter in park according to claim 2, it is characterised in that the body of rod of the check lock lever (12) is by stainless
Steel material is made, and the ball-shaped end of the check lock lever (12) is made up of the iron block of oxidation expansion.
4. the U-shaped gutter in park according to claim 1, it is characterised in that the opening both sides pair of the groove body (1)
Title is provided with wing plate (7), the wing plate (7) and groove body (1) integrally connected, and the wing plate (7) is away from groove body
(1) edge of opening is brick splenium (71), and the two sides up and down of the brick splenium (71) are densely covered with the groove for facilitating cement to stick
And fixing hole (73) is offered, multiple be used for conveniently is offered between the brick splenium (71) and the groove body (1) opening
The implantation hole (74) of floor vegetation growth.
5. the U-shaped gutter in park according to claim 3, it is characterised in that be located on groove body (1) madial wall
The accommodating groove (6) for placing the check lock lever (12) is provided between two neighboring locking slot (5).
6. the U-shaped gutter in park according to claim 4, it is characterised in that the groove body (1) is by resin concrete
Pour and form, be provided with main reinforcement (8) inside the groove body (1) along its length, the groove body (1) along its
Secondary reinforcement is circumferentially provided with, the two ends of the secondary reinforcement, which extend in wing plate (7) and fixed with the main reinforcement (8), to be connected
Connect in netted.
7. the U-shaped gutter in park according to claim 1, it is characterised in that the permeable lid (2) is domed and top
Strip opening (21) is provided with, permeable lid (2) both sides of the edge are provided with overlap joint block (22), the ditch along its length
The opening both sides of the edge of groove body (1) are provided with the overlap joint groove (10) being adapted with the overlap joint block (22).
8. the U-shaped gutter in park according to claim 4, it is characterised in that the width of the water-retention shell body (31) does not surpass
The width of the wing plate (7) is crossed, is provided between the bottom of the water-retention shell body (31) and the bottom of the groove body (1) and is in
The reinforced sheet (11) of smooth arc shape.
9. the U-shaped gutter in park according to claim 1, it is characterised in that opened on the side wall of the water-retention shell body (31)
Provided with the penetrating passage (35) to connect storage chamber (32) and soil layer, sponge is filled with inside the penetrating passage (35)
(36)。
10. a kind of U-shaped draining ditch construction method in park, it is characterised in that comprise the following steps,
S1, excavates pre-buried foundation ditch, the pre-buried foundation ditch cross sectional shape and depth and claim 1 according to drainage direction on the ground
The cross sectional shape and depth in the U-shaped gutter in park in~9 described in any one are suitable；
S2, is compacted pre-buried bottom of foundation ditch and lays bed course, bed course is added two-by-two by rough sand, cinder or rubble or three mixes appropriate cement
Mix；
S3, bottom brick is laid in the both sides of pre-buried foundation ditch, and the distance between above-mentioned bottom brick and pre-buried foundation ditch are equal to the U-shaped row in the park
Brick splenium (71) arrives the distance between groove body (1) opening on ditch wing plate (7)；
S4, the U-shaped gutter in the park is laid in above-mentioned pre-buried foundation ditch, and wing plate (7) is overlapped in above-mentioned bottom brick, and adjacent two
The groove body (1) in the individual U-shaped gutter in park mutually splices, and rubble or cinder are filled between groove body (1) and pre-buried foundation ditch
To stablize groove body (1)；
S5, bottom brick and wing plate (7) are bonded using compo, and lay compo and dome brick in the upper side of wing plate (7),
The bottom brick is engaged with dome brick grips the wing plate (7)；
S6, elastic gel (44) is injected into sealing cavity (43) by the glue injection channel (45) on groove body (1)；
S7, check lock lever (12) is placed into the accommodating groove of groove body (1) (6), and the both ends of check lock lever (12) extend into lock
In tight groove (5), two neighboring groove body (1) is locked using check lock lever (12)；
S8, the accommodating groove (6) is sealed using compo；
S9, covers permeable cover plate, masking groove body (1) opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710415371.XA CN107190836B (en) | 2017-06-05 | 2017-06-05 | A kind of U-shaped gutter in park and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710415371.XA CN107190836B (en) | 2017-06-05 | 2017-06-05 | A kind of U-shaped gutter in park and its construction method |
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| CN107190836A true CN107190836A (en) | 2017-09-22 |
| CN107190836B CN107190836B (en) | 2019-06-18 |
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| CN201710415371.XA Expired - Fee Related CN107190836B (en) | 2017-06-05 | 2017-06-05 | A kind of U-shaped gutter in park and its construction method |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281297A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | A kind of construction method except silt Irrigation Ditch |
| CN109355995A (en) * | 2018-11-20 | 2019-02-19 | 广州市和泰园林工程有限公司 | A kind of road greenbelt and its construction method |
| CN109778989A (en) * | 2019-01-23 | 2019-05-21 | 杭州莱林建筑科技有限公司 | A kind of siphon infiltration comb |
| CN110512485A (en) * | 2019-09-12 | 2019-11-29 | 中国二十冶集团有限公司 | A kind of ready-package road water collector and construction method |
| CN110820692A (en) * | 2019-11-13 | 2020-02-21 | 河南正海实业有限公司 | Anti-seepage soil lining structure for irrigation and water conservancy |
| CN111877511A (en) * | 2020-07-11 | 2020-11-03 | 江苏绿臻建设有限公司 | Afforestation rainwater collection utilizes system |
| CN113585427A (en) * | 2021-07-22 | 2021-11-02 | 深圳市市政工程总公司 | Rainwater drainage guide structure of sludge treatment area |
| CN114032860A (en) * | 2021-10-27 | 2022-02-11 | 湖北盛达泰水利水电工程有限公司 | Irrigation drainage channel structure for farmland hydraulic engineering and construction method thereof |
| CN114382151A (en) * | 2020-10-05 | 2022-04-22 | 亚科阿尔曼欧洲两合公司 | Channel body, connecting device, end wall, drain channel, device and method |
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| CN1928272A (en) * | 2006-09-29 | 2007-03-14 | 天津市博安塑胶制品有限公司 | Linear contacting water-collecting device |
| CN204959539U (en) * | 2015-08-14 | 2016-01-13 | 孟如苗 | Collect rainwater road surface drainage groove |
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| GB2302354B (en) * | 1995-06-19 | 1998-10-14 | Poly Bauelemente Ag | Draining gutter assembly set |
| CN1928272A (en) * | 2006-09-29 | 2007-03-14 | 天津市博安塑胶制品有限公司 | Linear contacting water-collecting device |
| CN204959539U (en) * | 2015-08-14 | 2016-01-13 | 孟如苗 | Collect rainwater road surface drainage groove |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281297A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | A kind of construction method except silt Irrigation Ditch |
| CN109281297B (en) * | 2018-10-22 | 2020-06-19 | 浙江水利水电学院 | Construction method for silt-removing irrigation ditch |
| CN109355995A (en) * | 2018-11-20 | 2019-02-19 | 广州市和泰园林工程有限公司 | A kind of road greenbelt and its construction method |
| CN109778989A (en) * | 2019-01-23 | 2019-05-21 | 杭州莱林建筑科技有限公司 | A kind of siphon infiltration comb |
| CN109778989B (en) * | 2019-01-23 | 2024-02-23 | 杭州置顶星萃新材料有限公司 | Siphon seepage pipe |
| CN110512485A (en) * | 2019-09-12 | 2019-11-29 | 中国二十冶集团有限公司 | A kind of ready-package road water collector and construction method |
| CN110820692A (en) * | 2019-11-13 | 2020-02-21 | 河南正海实业有限公司 | Anti-seepage soil lining structure for irrigation and water conservancy |
| CN111877511A (en) * | 2020-07-11 | 2020-11-03 | 江苏绿臻建设有限公司 | Afforestation rainwater collection utilizes system |
| CN114382151A (en) * | 2020-10-05 | 2022-04-22 | 亚科阿尔曼欧洲两合公司 | Channel body, connecting device, end wall, drain channel, device and method |
| CN113585427A (en) * | 2021-07-22 | 2021-11-02 | 深圳市市政工程总公司 | Rainwater drainage guide structure of sludge treatment area |
| CN114032860A (en) * | 2021-10-27 | 2022-02-11 | 湖北盛达泰水利水电工程有限公司 | Irrigation drainage channel structure for farmland hydraulic engineering and construction method thereof |
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|---|---|
| CN107190836B (en) | 2019-06-18 |
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