CN113502899A - Hydrophobic ditch structure and construction method thereof - Google Patents
Hydrophobic ditch structure and construction method thereof Download PDFInfo
- Publication number
- CN113502899A CN113502899A CN202110678166.9A CN202110678166A CN113502899A CN 113502899 A CN113502899 A CN 113502899A CN 202110678166 A CN202110678166 A CN 202110678166A CN 113502899 A CN113502899 A CN 113502899A
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- base
- groove
- folded edge
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Classifications
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- 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
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/003—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via underground elongated vaulted elements
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention provides a hydrophobic trench structure, comprising: excavating a groove formed on the ground around a construction site; and the plurality of U-shaped grooves are laid along the length direction of the groove, and two adjacent U-shaped grooves are mutually overlapped to form a superposed section, so that the insides of the plurality of U-shaped grooves are communicated to form the drainage groove. The drainage ditch solves the technical problem that the drainage ditch is difficult to recycle in the traditional construction, the drainage ditch is formed by mutually splicing a plurality of U-shaped grooves, and the drainage ditch can be recycled only by moving the integral structure formed by the U-shaped grooves and the base after the construction is finished, so that the engineering cost is greatly reduced, the resources are saved, and the drainage ditch is simple and convenient to construct and the engineering time is saved.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a drainage ditch structure and a construction method thereof.
Background
In the construction, can set up the drainage ditch along the place of construction in order to avoid outflow building sites such as muddy water for the building or building waste water usually, traditional drainage ditch set up the mode and is: dig the slot along the construction place, and then use the square brick to lay in the inside wall of slot and the ground that the lateral part in construction place was kept away from to the slot, this kind of scheme is after the construction is accomplished, and the abandonment can only be buried to the hydrophobic ditch, has wasted a large amount of square bricks, and the hydrophobic ditch sets up extravagant a large amount of manpower and materials in-process, has improved the cost of engineering greatly.
Disclosure of Invention
In view of the above situation, the invention provides a drainage ditch structure and a construction method thereof, which solve the technical problem that the drainage ditch is difficult to recycle in the traditional construction, the drainage ditch is formed by mutually splicing a plurality of U-shaped grooves, and the recycling can be realized only by moving the integral structure formed by the U-shaped grooves and a base after the construction is finished, so that the engineering cost is greatly reduced, the resources are saved, the drainage ditch is simply and conveniently constructed in the manner, and the engineering time is saved.
In order to achieve the purpose, the invention adopts the technical scheme that:
a hydrophobic channel structure comprising:
excavating a groove formed on the ground around a construction site; and
and the plurality of U-shaped grooves are laid along the length direction of the groove, and two adjacent U-shaped grooves are mutually overlapped to form an overlapped section in a partially overlapped manner, so that the interiors of the plurality of U-shaped grooves are communicated to form the drainage groove.
The drainage ditch structure of the invention is further improved in that the drainage ditch structure also comprises a base which is fixed at the side part of the U-shaped groove and is arranged on the ground of one side of the groove far away from a construction site, one end of the base is provided with a connecting groove, and the other end part of the base protrudes outwards to form a joggle joint end matched with the connecting groove;
the joggle end of the base is clamped in the connecting groove of the adjacent base to fixedly connect the two bases, so that the two adjacent U-shaped grooves are fixedly connected.
The drainage ditch structure of the invention is further improved in that the size of the tenon joint end close to the ground is larger than the size of the tenon joint end far away from the ground, so that the cross section of the tenon joint end is in a step shape, and the inner side wall of the connecting groove is in a step shape corresponding to the tenon joint end.
The drain ditch structure of the invention is further improved in that the length of the U-shaped groove is larger than that of the base, and after two adjacent bases are fixedly connected, the two adjacent U-shaped grooves are partially overlapped to form an overlapped section.
The drainage ditch structure is further improved in that the drainage ditch structure also comprises a plurality of hoisting holes which are arranged at the side part of the base at intervals.
The drainage ditch structure is further improved in that the drainage ditch structure further comprises a protective net which is covered on the top of the U-shaped groove and is flush with the ground, and a plurality of holes are formed in the protective net so that water in a building field can flow into the drainage ditch.
The drainage ditch structure is further improved in that the side wall of the U-shaped groove close to the base is bent outwards to form a horizontal first folded edge and a second folded edge perpendicular to the first folded edge, the first folded edge and the second folded edge are enclosed to form an L shape, the elevation of the first folded edge is lower than that of the ground, and the second folded edge is fixedly connected with the corresponding side part of the base.
The drainage ditch structure is further improved in that the side wall of the U-shaped groove far away from the base is bent outwards to form a third folded edge which is horizontal and parallel to the first folded edge, a fourth folded edge which is vertical to the third folded edge and opposite to the second folded edge, and a fifth folded edge which is vertical to the fourth folded edge and horizontal, the third folded edge, the fourth folded edge and the fifth folded edge are enclosed to form a Z shape, the protective net is erected at the tops of the first folded edge and the third folded edge, and the fifth folded edge is arranged on the ground.
The construction method of the hydrophobic ditch structure comprises the following steps:
excavating the ground around the building construction site to form a groove;
and a plurality of U-shaped grooves are provided and are laid in the groove, and two adjacent U-shaped grooves are mutually overlapped to partially overlap to form an overlapped section, so that the insides of the U-shaped grooves are communicated to form the drainage groove.
The construction method of the drainage ditch structure also comprises a base fixed on the side part of the U-shaped groove, wherein one end of the base is provided with a connecting groove, and the other end of the base is provided with a joggle joint end matched with the connecting groove;
the base is arranged on the ground of one side, away from the construction site, of the groove, the tenon joint end of the adjacent base is clamped in the connecting groove of the base, and the two bases are fixedly connected, so that the two adjacent U-shaped grooves are fixedly connected.
The drainage ditch structure of the invention is attached to the inner side wall of the groove through the U-shaped groove to form a protective layer on the inner side wall of the groove, and simultaneously can form the drainage ditch on the inner side wall of the U-shaped groove, thereby avoiding the mode of protecting the groove by building a large number of square bricks in the traditional construction, greatly reducing the construction period, being of an integral structure, facilitating the disassembly of the drainage ditch for recycling after the construction is finished, forming protection by surrounding the side part of the drainage ditch far away from the construction site through the base fixed by the U-shaped groove, having the warning function simultaneously, preventing constructors from stepping on the drainage ditch, facilitating the transportation of the base and the U-shaped groove through the hoisting holes arranged on the base, facilitating the quick erection of the drainage ditch, improving the construction efficiency, facilitating the fixed connection of the adjacent bases through the connecting grooves and the joggle ends arranged on the two sides of the base, the traditional mode of using cement mortar to perform fixed connection is avoided, engineering materials are saved, and the construction is more environment-friendly.
Drawings
FIG. 1 is a perspective view of a hydrophobic channel structure of the present invention.
The correspondence of reference numerals to components is as follows: the base 1, U type groove 2, spread groove 3, joggle end 4, chamfer limit 5, lifting hole 6, crab-bolt 7.
Detailed Description
To facilitate an understanding of the present invention, the following description is made in conjunction with the accompanying drawings and examples.
Referring to fig. 1, the present invention provides a hydrophobic trench structure, including: excavating a groove formed on the ground around a construction site; with a plurality of U type groove 2 of slot assorted, a plurality of U type groove 2 are laid and two adjacent U type groove 2 overlap joint each other with partial coincidence formation coincidence section along the length direction of slot to the inside of a plurality of U type groove 2 is linked together, in order to form the ditch of draining off water.
According to the drainage ditch structure, the U-shaped groove 2 is attached to the inner side wall of the groove, so that a protective layer is formed on the inner side wall of the groove, and meanwhile, a drainage ditch can be formed on the inner side wall of the U-shaped groove 2, so that the mode that a large number of square bricks are built to protect the groove in the traditional construction is avoided, the construction period is greatly shortened, and the U-shaped groove 2 is of an integral structure, so that the drainage ditch can be conveniently detached for cyclic utilization after the construction is finished.
Preferably, the width and height of the U-shaped groove 2 are matched with those of the groove, so that the U-shaped groove 2 is attached to the groove conveniently, and the stability of the hydrophobic groove is improved.
A preferred embodiment of the drainage channel structure of the present invention is, as shown in fig. 1, further comprising a base 1 fixed to the side of the U-shaped groove 2 and disposed on the ground of the side of the groove away from the construction site, wherein one end of the base 1 is provided with a connecting groove 3, and the other end thereof protrudes outwards to form a joggle end 4 matching with the connecting groove 3; the joggle end 4 of the base 1 is clamped in the connecting groove 3 of the adjacent base 1 to fixedly connect the two bases 1, so that the two adjacent U-shaped grooves 2 are fixedly connected.
Preferably, through the base 1 fixed mutually with U type groove 2 to enclose and establish the lateral part that the drainage ditch kept away from the building site, thereby form the protection, and this base 1 has the warning effect simultaneously, prevents that constructor from stepping on this drainage ditch.
Specifically, the size of the joggle end 4 close to the ground is larger than the size of the joggle end 4 far from the ground, so that the cross section of the joggle end 4 is in a step shape, and the inner side wall of the connecting groove 3 is in a step shape corresponding to the joggle end 4.
Preferably, the joggle end 4 is divided into three equal parts along the height direction, the width of the top part is smaller than that of the bottom part, so that the joggle end 4 is in an irregular shape, the stability of the two adjacent bases 1 after connection is improved, the slipping of the connection part is prevented, after a constructor steps on one of the bases carelessly, the stability of the base can be kept, or the adjacent bases are driven to deform downwards at the same time, the sealing performance of the connection part of the U-shaped groove is ensured, and the stability of the drainage ditch is improved.
Specifically, the length in U type groove 2 is greater than the length of base 1, behind two adjacent 1 fixed connection of base, two adjacent U type groove 2 parts coincidence form the coincidence section to behind two adjacent 1 concatenations of base, avoid U type groove 4 concatenation departments to form the gap, water is in the same direction as out from the gap, has improved the seal of hydrophobic ditch.
Further, still include a plurality of hole for hoist 6 of locating the lateral part of base 1 at the interval, wear to locate hole for hoist 6 through wire rope, and then hoist wire rope to transportation base 1 and U type groove 2.
Preferably, this hole for hoist 6 is the hole that runs through base 1 that the level set up, through wearing to locate the wire rope of this hole for hoist, has made things convenient for and has used mechanical tool to carry, has avoided the transport mode that manpower transport or mechanical monoblock held up, has improved base 1's conveying efficiency.
Further, still including being fixed in the crab-bolt 7 that base 1 is close to the side in U type groove 2 and seting up the screw hole in the lateral wall in U type groove 2, crab-bolt 7 is located through the screw hole cover to the lateral wall in U type groove 2, and then closes crab-bolt 7 and the tight base 1 in top with a nut spiro union to fixed connection base 1 and U type groove 2.
Preferably, base 1 and U type groove 2 are made for the steel material, and this crab-bolt 7 and base 1 integrated into one piece improve the stability of crab-bolt 7, utilize stand wear and tear and corrosion resisting property of steel material, improve the life of base 1 and U type groove 2, use the steel material to avoid base 1 and U type groove 2 in the transportation deformation or fracture simultaneously.
Further, still including covering the protection network that locates the top of U type groove 2 and with ground parallel and level, and form a plurality of holes on the protection network to the rivers that supply the building place flow in the ditch of dredging.
Further, U type groove 2 is close to the lateral wall of base 1 and outwards buckles in order to form and is the first hem of horizontally and with first hem looks vertically second hem, and first hem and second hem enclose to close and be the L type, and the elevation of first hem is less than the elevation on ground, the lateral part fixed connection that second hem and base 1 correspond.
Further, the lateral wall that base 1 was kept away from in U type groove 2 outwards buckles in order to form the third hem horizontal and with first hem parallel and level, with the third hem perpendicular mutually and with the second hem relative fourth hem and with the fourth hem perpendicular mutually and be the level to the fifth hem, the third hem, fourth hem and fifth hem enclose to close and are the Z type, the protection network is set up at the top of first hem and third hem and the lateral part laminating of protection network in second hem and fourth hem, ground is arranged in to the fifth hem.
Preferably, the protection network is a perforated strainer or a porous wire netting, and the protection network can prevent sundries on a construction site from falling into the hydrophobic ditch, and can ensure that water on the surrounding ground flows into the hydrophobic ditch from gaps of the protection network so as to maintain the tidiness of a construction site.
Further, the base also comprises a chamfered edge 5 which is formed between the top surface of the base 1 and the side surface far away from the U-shaped groove 2, wherein the chamfered edge 5 enables the top edge of the base 1 to be smooth, and prevents constructors from stumbling or scratching the base 1 after carelessly kicking the base.
The specific implementation mode of the hydrophobic ditch structure of the invention is as follows:
excavating downwards on the surrounding ground of a building construction site to form a groove; sleeving the side wall of the U-shaped groove 2 on the anchor bolt 7 through a threaded hole, screwing a nut on the anchor bolt 7 and tightly pushing the base 1 to fixedly connect the base 1 and the U-shaped groove 2; a steel wire rope is arranged in a hoisting hole 6 of a base 1 in a penetrating mode, the base 1 and a U-shaped groove 2 are hoisted to the position above a groove by using a crane, the U-shaped groove 2 is placed in the groove, a fifth folded edge of the U-shaped groove 2 is attached to the ground so as to fix the U-shaped groove 2, meanwhile, the base 1 is placed on the ground, and soil is filled in a gap between the U-shaped groove 2 and the groove so as to stabilize the base 1 and the U-shaped groove 2; hoisting another base and the U-shaped groove 2, wherein the connecting groove 3 of the base 1 corresponds to the tenon joint end 4 of the installed base 1, clamping the connecting groove 3 at the tenon joint end 4 of the installed base 1, and partially overlapping the U-shaped groove 2 with the installed U-shaped groove 2 to form an overlapping section, fixedly connecting the two adjacent bases 1 and the U-shaped groove 2, and sequentially splicing the bases 1 and the U-shaped grooves 2 along the length direction of the groove according to the mode until the inner side walls of the U-shaped grooves 2 are communicated until the groove is fully paved, thereby forming a drainage ditch; the protection net is erected at the tops of the first folding edge and the third folding edge of the U-shaped groove 2, and the side portion of the protection net is fitted on the second folding edge and the fourth folding edge, so that the top surface of the protection net is flush with the ground, and sundries sheltering the building site and water of the building site can flow into the drainage ditch through the holes.
The construction method of the hydrophobic ditch structure comprises the following steps:
excavating the ground around the building construction site to form a groove;
providing a plurality of U type grooves 2, laying a plurality of U type grooves 2 in the slot and two adjacent U type grooves 2 overlap each other with partial coincidence formation coincidence section to the inside of a plurality of U type grooves 2 is linked together, in order to form the ditch of dredging.
The construction method of the drainage ditch structure further comprises a base 1 fixed on the side part of the U-shaped groove 2, wherein one end of the base 1 is provided with a connecting groove 3, and the other end of the base 1 is provided with a joggle joint end 4 matched with the connecting groove 3;
arrange base 1 in the slot and keep away from the ground of one side in construction place, locate the spread groove 3 of this base 1 with the joggle end 4 card of adjacent base 1 to two base 1 of fixed connection, thereby two adjacent U type grooves 2 of fixed connection.
The specific implementation mode of the hydrophobic ditch structure of the invention is as follows:
excavating downwards on the surrounding ground of a building construction site to form a groove; sleeving the side wall of the U-shaped groove 2 on the anchor bolt 7 through a threaded hole, screwing a nut on the anchor bolt 7 and tightly pushing the base 1 to fixedly connect the base 1 and the U-shaped groove 2; a steel wire rope is arranged in a hoisting hole 6 of a base 1 in a penetrating mode, the base 1 and a U-shaped groove 2 are hoisted to the position above a groove by using a crane, the U-shaped groove 2 is placed in the groove, a fifth folded edge of the U-shaped groove 2 is attached to the ground so as to fix the U-shaped groove 2, meanwhile, the base 1 is placed on the ground, and soil is filled in a gap between the U-shaped groove 2 and the groove so as to stabilize the base 1 and the U-shaped groove 2; hoisting another base and the U-shaped groove 2, wherein the connecting groove 3 of the base 1 corresponds to the tenon joint end 4 of the installed base 1, clamping the connecting groove 3 at the tenon joint end 4 of the installed base 1, and partially overlapping the U-shaped groove 2 with the installed U-shaped groove 2 to form an overlapping section, fixedly connecting the two adjacent bases 1 and the U-shaped groove 2, and sequentially splicing the bases 1 and the U-shaped grooves 2 along the length direction of the groove according to the mode until the inner side walls of the U-shaped grooves 2 are communicated until the groove is fully paved, thereby forming a drainage ditch; the protection net is erected at the tops of the first folding edge and the third folding edge of the U-shaped groove 2, and the side portion of the protection net is fitted on the second folding edge and the fourth folding edge, so that the top surface of the protection net is flush with the ground, and sundries sheltering the building site and water of the building site can flow into the drainage ditch through the holes.
While the present invention has been described in detail and with reference to the accompanying drawings and examples, it will be apparent to one skilled in the art that various changes and modifications can be made therein. Therefore, certain details of the embodiments are not to be interpreted as limiting, and the scope of the invention is to be determined by the appended claims.
Claims (10)
1. A hydrophobic channel structure, comprising:
excavating a groove formed on the ground around a construction site; and
with a plurality of U type groove of slot assorted, it is a plurality of U type groove is followed just adjacent two the length direction of slot is laid U type groove overlap joint each other forms the coincidence section with partial coincidence, thereby it is a plurality of the inside in U type groove is linked together, in order to form the drainage ditch.
2. The drain ditch structure of claim 1, further comprising a base fixed to a side of the U-shaped groove and disposed on the floor of the side of the ditch away from the construction site, wherein one end of the base is formed with a connection groove, and the other end of the base protrudes outward to form a joggle end matching the connection groove;
the tenon joint end of the base is clamped in the connecting groove of the adjacent base to fixedly connect the two bases, so that the two adjacent U-shaped grooves are fixedly connected.
3. The hydrophobic trench structure of claim 2, wherein the dimension of the joggle end near the ground is greater than the dimension of the joggle end away from the ground, such that the cross-section of the joggle end is stepped, and the inner side wall of the connecting groove is stepped corresponding to the joggle end.
4. The hydrophobic trench structure of claim 2, wherein the length of the U-shaped groove is greater than the length of the base, and after two adjacent bases are fixedly connected, two adjacent U-shaped grooves are partially overlapped to form the overlapped section.
5. The hydrophobic trench structure of claim 2, further comprising a plurality of lifting holes spaced apart on a side of the base.
6. The drain ditch structure of claim 2, further comprising a protective net covering the top of the U-shaped groove and flush with the ground, wherein a plurality of holes are formed in the protective net for water in a building site to flow into the drain ditch.
7. The hydrophobic trench structure of claim 6, wherein the side wall of the U-shaped groove close to the base is bent outward to form a first horizontal folded edge and a second vertical folded edge, the first and second folded edges are enclosed to form an L shape, the elevation of the first folded edge is lower than that of the ground, and the second folded edge is fixedly connected with the corresponding side of the base.
8. The hydrophobic trench structure of claim 7, wherein the U-shaped groove is bent outward away from the sidewall of the base to form a third folded edge that is horizontal and flush with the first folded edge, a fourth folded edge that is perpendicular to the third folded edge and opposite to the second folded edge, and a fifth folded edge that is perpendicular to the fourth folded edge and horizontal, the third folded edge, the fourth folded edge, and the fifth folded edge are enclosed to form a Z-shape, the protective mesh is overlapped on top of the first folded edge and the third folded edge, and the fifth folded edge is disposed on the ground.
9. A method of constructing a hydrophobic trench structure as claimed in claim 1, comprising the steps of:
excavating the ground around the building construction site to form a groove;
providing a plurality of U type groove, will be a plurality of U type groove is laid in the ditch inslot and adjacent two U type groove overlap joint forms the coincidence section with partial coincidence, thereby a plurality of the inside in U type groove is linked together, in order to form the ditch of draining.
10. The method for constructing a hydrophobic ditch structure of claim 9, further comprising a base fixed to a side of the U-shaped groove, wherein the base has a connection groove formed at one end thereof and a joggle end matched with the connection groove formed at the other end thereof;
arrange the base in the ground of one side of construction place is kept away from to the slot, locate the joggle end card of adjacent base the spread groove of base to two of fixed connection the base, thereby two that fixed connection is adjacent U type groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110678166.9A CN113502899A (en) | 2021-06-18 | 2021-06-18 | Hydrophobic ditch structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110678166.9A CN113502899A (en) | 2021-06-18 | 2021-06-18 | Hydrophobic ditch structure and construction method thereof |
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| CN113502899A true CN113502899A (en) | 2021-10-15 |
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| CN202110678166.9A Pending CN113502899A (en) | 2021-06-18 | 2021-06-18 | Hydrophobic ditch structure and construction method thereof |
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| CN111236300A (en) * | 2020-01-13 | 2020-06-05 | 张洋 | Prefabricated base of road or bridge temporary retaining wall |
| CN211849845U (en) * | 2020-01-19 | 2020-11-03 | 云南劲宏建设有限公司 | Assembled temporary drainage side ditch |
| CN213086849U (en) * | 2020-08-21 | 2021-04-30 | 浙江竤伟集团有限公司 | U-shaped groove with side wall |
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| CN201128852Y (en) * | 2007-10-31 | 2008-10-08 | 北京仁创生态环保科技有限公司 | Road permeable device |
| CN102808953A (en) * | 2012-09-04 | 2012-12-05 | 兴化市开源船舶机械有限公司 | High-pressure resistant groove-type sealing strip of rotating-vane type hydraulic cylinder |
| JP6004600B1 (en) * | 2016-03-31 | 2016-10-12 | ケイコン株式会社 | Drainage channel by thin plate member for drainage channel formation and construction method of the drainage channel |
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| CN213086849U (en) * | 2020-08-21 | 2021-04-30 | 浙江竤伟集团有限公司 | U-shaped groove with side wall |
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Application publication date: 20211015 |