CN107740488A - The spliced shunting well and construction method of a kind of prefabricated components - Google Patents

The spliced shunting well and construction method of a kind of prefabricated components Download PDF

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Publication number
CN107740488A
CN107740488A CN201710946595.3A CN201710946595A CN107740488A CN 107740488 A CN107740488 A CN 107740488A CN 201710946595 A CN201710946595 A CN 201710946595A CN 107740488 A CN107740488 A CN 107740488A
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CN
China
Prior art keywords
section
prefabricated components
spliced
water
water inlet
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CN201710946595.3A
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Chinese (zh)
Inventor
周智勇
刘文云
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Wuhan Shengyu Drainage Systems Co Ltd
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Wuhan Shengyu Drainage Systems Co Ltd
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Application filed by Wuhan Shengyu Drainage Systems Co Ltd filed Critical Wuhan Shengyu Drainage Systems Co Ltd
Priority to CN201710946595.3A priority Critical patent/CN107740488A/en
Publication of CN107740488A publication Critical patent/CN107740488A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins

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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)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A kind of spliced shunting well of prefabricated components, is related to shunting well field, and shunting well is spliced by prefabricated components, and the prefabricated components include:Multiple rooms section, the door room of a receiving bottom-open type weir gate, door room bottom end closure and top end opening are spliced to form from bottom to top;One water outlet section, the top of the multiple door room section is arranged at, and is connected with the door room, the side wall of the water outlet section is provided with a delivery port;At least one water-supplying chamber section, directly or splicing from bottom to top is arranged at the top of the water outlet section, forms water-supplying chamber with water outlet section, and water-supplying chamber top is provided with hole for hoist;One water inlet section, is arranged at the sidepiece of the water outlet section, and is connected with water outlet section, and the side wall of the water inlet section is provided with a water inlet;One intake chamber section, it is arranged at the top of the water inlet section, forms intake chamber with water inlet section, water inlet section top is provided with hole for hoist.Difficulty of construction of the present invention is small, and the construction period is short.

Description

The spliced shunting well and construction method of a kind of prefabricated components
Technical field
The present invention relates to shunting well field, the spliced shunting well and construction party of in particular to a kind of prefabricated components Method.
Background technology
Shunting well is a kind of pumping equipment for realizing shunting of removing contamination, and by the facility, filthy water can be dammed to sewage Factory and office's reason or storage pond storage are managed, clean rainwater is discharged into natural water.At present, shunting well uses concrete cast in situs Mode constructed, the form of construction work of cast in situs is influenceed very big by weather and temperature, asking for construction period length be present Topic;In addition, shunting well construction site than narrow, causes template in construction process support difficulty big, increase difficulty of construction.
The content of the invention
For defect present in prior art, it is an object of the invention to provide a kind of spliced shunting of prefabricated components Well and construction method, difficulty of construction is small, and the construction period is short.
To achieve the above objectives, the present invention takes a kind of spliced shunting well of prefabricated components, and shunting well is by prefabricated components It is spliced, the prefabricated components include:
Multiple rooms section, be spliced to form from bottom to top one receiving bottom-open type weir gate door room, door room bottom end closure and Top end opening;
One water outlet section, the top of the multiple door room section is arranged at, and is connected with the door room, the water outlet section The side wall of section is provided with a delivery port;
At least one water-supplying chamber section, directly or splicing from bottom to top is arranged at the top of the water outlet section, with water outlet section Section forms water-supplying chamber, and water-supplying chamber top is provided with hole for hoist;
One water inlet section, is arranged at the sidepiece of the water outlet section, and is connected with water outlet section, the water inlet section Side wall is provided with a water inlet;
One intake chamber section, it is arranged at the top of the water inlet section, intake chamber, water inlet section top is formed with water inlet section End is provided with hole for hoist.
On the basis of above-mentioned technical proposal, spliced between the prefabricated components by tongue-and-groove structure, tongue-and-groove structure includes The groove for being arranged at the tenon of prefabricated components Mosaic face or coordinating with tenon.
On the basis of above-mentioned technical proposal, encapsulant is lined between the tenon and groove, between tenon and groove Gap be packed with waterproof bridging agent.
On the basis of above-mentioned technical proposal, the side wall of the water inlet section, which is also set up, cuts dirty interface tube, first rain pond interface With it is at least one in online pond interface.
On the basis of above-mentioned technical proposal, the water-supplying chamber section of the top and the intake chamber section of the top are equipped with pipe String holes.
On the basis of above-mentioned technical proposal, the stitching portion of adjacent two prefabricated components is disposed with multipair stainless-steel sheet, often It is relatively arranged on the inside and outside side wall of stitching portion respectively to stainless-steel sheet, the corner of each pair stainless-steel sheet is by drawing spiral shell Bar is fixed to drawing.
On the basis of above-mentioned technical proposal, each prefabricated components are equipped with the installation preformed groove perpendicular to Mosaic face, peace Through hole, the through hole connection of two adjacent prefabricated components are provided between dress preformed groove and Mosaic face, and has anchor pole to be arranged at connection Through hole in, the both ends of anchor pole are fixed by nut.
The present invention also provides a kind of construction method of the spliced shunting well, comprises the following steps:
S1. each prefabricated components, and each prefabricated structure that will have been poured are poured using armored concrete according to pre-set dimension Part transports to job site;S2. splice multiple rooms section from bottom to top, then water outlet section is spliced and saved in the door room of top Duan Shangfang, then sidepiece of the section splicing in water outlet section that will intake;S3. by single water-supplying chamber section direct splicing in water outlet section Top, or more than one water-supplying chamber section is spliced in the top of the water outlet section successively from bottom to top;S4. will enter The splicing of hydroecium section transfers to specified location in the top of water inlet section, the shunting well lifting that splicing is finished.
On the basis of above-mentioned technical proposal, the Mosaic face of prefabricated components is provided with tenon or groove, and splicing is two neighboring pre- During component processed, tenon coordinates with groove and spliced, and is sealed between tenon and groove using encapsulant, and waterproof bridging agent is used after splicing Pay the seam.
On the basis of above-mentioned technical proposal, after two neighboring prefabricated components splicing, multipair stainless steel is set in stitching portion Steel plate, each pair stainless-steel sheet are relatively arranged on the inside and outside side wall of stitching portion respectively, and each pair stainless steel steel is fixed with Screw arbor with nut at both-ends The corner of plate.
On the basis of above-mentioned technical proposal, each prefabricated components are equipped with the installation preformed groove perpendicular to Mosaic face, peace Through hole is provided between dress preformed groove and Mosaic face, through hole is relative when two neighboring prefabricated components splice and connects, and passes through anchor Bar is penetrated in the through hole of connection, and with the both ends of nut fixing anchor bar.
On the basis of above-mentioned technical proposal, the water inlet is connected into water inlet pipe, the delivery port connects outlet pipe;And By intake section side wall on set interface connection corresponding to part, the interface include cut a dirty interface tube, first rain pond interface and It is at least one in the interface of online pond.
The beneficial effects of the present invention are:
1st, prefabricated components are poured in the form of segmentation prefabricating, meets requirement of the transport for overall size, is easy to prior The quality of control module unit;Small space shuttering, cloth reinforcing bar at the construction field (site) is avoided, reduces difficulty of construction;Construction by Live weather influences very little, greatly reduces workload and the curing cycle at scene, and simple installation is efficient, shortens the work entirely constructed Phase.
2nd, the Mosaic face of prefabricated components uses tongue-and-groove structure, it is ensured that non-displacement after splicing;It is lined between tenon and groove Encapsulant, gap are clogged using waterproof bridging agent, make splicing even closer, improve sealing effectiveness.
3rd, the stitching portion of adjacent two prefabricated components can be fixed by the way of stainless steel plate coordinates Screw arbor with nut at both-ends to combine, also Can using installation preformed groove and screw rod by the way of fix, strengthen prefabricated components between fastness and spliced shunting well it is whole Body, and fixed form is various, strong adaptability.
4th, the side wall of water inlet section is also set up at least one in section dirty interface tube, first rain pond interface and online pond interface, Plus the water inlet of water inlet section side wall, and the delivery port of water outlet section side wall, shunting well can be one-in-and-two-out, one enter three Go out or one enters four and goes out various structures, practicality is stronger, and applicability is extensive.
Brief description of the drawings
Fig. 1 is the spliced shunting well first embodiment structural representation of prefabricated components of the present invention;
Fig. 2 is the diagrammatic cross-section of first embodiment of the invention prefabricated components;
Fig. 3 is the diagrammatic cross-section of the spliced shunting well of first embodiment of the invention;
Fig. 4 is the first fixed form diagrammatic cross-section of first embodiment of the invention;
Fig. 5 is second of fixed form diagrammatic cross-section of first embodiment of the invention;
Fig. 6 is the spliced shunting well second embodiment structural representation of prefabricated components of the present invention;
Fig. 7 is the spliced shunting well 3rd embodiment structural representation of prefabricated components of the present invention;
Fig. 8 is the spliced shunting well fourth embodiment structural representation of prefabricated components of the present invention;
Fig. 9 is the diagrammatic cross-section of fourth embodiment of the invention prefabricated components;
Figure 10 is the diagrammatic cross-section of the spliced shunting well of fourth embodiment of the invention;
Figure 11 is the example structure schematic diagram of spliced shunting well the 5th of prefabricated components of the present invention;
Figure 12 is the spliced shunting well sixth embodiment structural representation of prefabricated components of the present invention.
Reference:
First room section a1, second room section b1, water outlet section 2, delivery port 3, the first water-supplying chamber section a4, second Water-supplying chamber section b4, intake section 5, water inlet 6, intake chamber section 7, tenon 8, groove 9, door room 10, water-supplying chamber 11, intake chamber 12;
Stainless-steel sheet 13, Screw arbor with nut at both-ends 14, nut 15;
Preformed groove 16, anchor pole 17 are installed;
Interface 18, hole for hoist 19, pipeline hole 20.
Embodiment
The present invention is described in further detail below in conjunction with drawings and Examples.
As shown in Figure 1 to Figure 3, it is first embodiment of the invention:
The spliced shunting well of prefabricated components of the present invention, prefabricated components are spliced made of multiple armored concrete. Prefabricated components include multiple rooms section, a water outlet section 2, Liang Ge water-supplying chamber section, a water inlet section 5 and a water inlet Room section 7.
Multiple rooms section is spliced to form a door room 10 from bottom to top, the bottom end closure and top end opening of door room 10, uses To accommodate bottom-open type weir gate.In the present embodiment, multiple rooms section is divided into first room section a1 and second room section b1, For cube structure.There is first room section a1 of back cover positioned at bottom, remaining is second room section b1, second room Section b1 top and bottom is opened wide and set, and the door room 10 formed after splicing is also cube structure.Between the section of each door room Spliced by tongue-and-groove structure, tongue-and-groove structure includes groove 9 and tenon 8, and the Mosaic face of all rooms section is all provided with fluted 9 or convex Tenon 8.The Mosaic face on all rooms section top is all provided with fluted 9 in the present embodiment, except bottom first room section a1 it Outside, the Mosaic face of remaining second room section b1 bottom is equipped with the tenon 8 being correspondingly arranged with groove 9, groove 9 and the phase of tenon 8 Matching.
Water outlet section 2 is arranged at the top of multiple rooms section 1, and is connected with door room 10, a side wall of water outlet section 2 It is provided with delivery port 3.Preferably, water outlet section 2 is cube structure, and top and bottom are opening, and the bottom of water outlet section 2 Mosaic face be provided with and be used for matching with the Mosaic face on second room section b1 tops with tenon 8, the Mosaic face on the top of water outlet section 2 Provided with tenon 8.
Water-supplying chamber section is divided into the first water-supplying chamber section a4 and the second water-supplying chamber section b4, and splicing from bottom to top is arranged at out The top of water section 2, and water-supplying chamber 11 is formed with water outlet section 2, and the top of water-supplying chamber 11 is provided with a hole for hoist 19.It is preferred that , water-supplying chamber section is cube structure, is provided with hole for hoist 19 positioned at the second water-supplying chamber section b4 tops of the top, bottom opens Open, side wall is provided with pipeline hole 20, for penetrating pipeline;Underlying first water-supplying chamber section a4 top and bottom is spacious Mouthful.Also, the first water-supplying chamber section a4 and the second water-supplying chamber section b4 bottom Mosaic face are provided with groove 9, the first water-supplying chamber section Section a4 top Mosaic face is provided with tenon 8.
Water inlet section 5 is arranged on the sidepiece of water outlet section 2, and is connected with water outlet section 2.One side wall of water inlet section 5 Provided with water inlet 6, another coupled side wall is provided with an interface 18, interface can be cut a dirty interface tube, first rain pond connects One in mouth and online pond interface.Preferably, the water inlet 6 of water inlet section 5 is relative with the delivery port 3 of the side wall of water outlet section 2 Set, the interface 18 that water inlet section 5 is provided with is to cut dirty interface tube.In the present embodiment, water inlet section 5 is cube structure, water outlet Mouth 6 and interface 18 are circle, and the bottom end closure for the section 5 that intakes, top Mosaic face is provided with groove 9.
Intake chamber section 7 is arranged at the top into water section 5, forms intake chamber 12 with water inlet section 5, and intake chamber 12 pushes up End is same to have a hole for hoist 19, and the side of intake chamber section 7 is provided with the pipeline hole 20 for being used for penetrating pipeline.Preferably, intake Room section 7 is cube structure, and bottom Mosaic face is provided with tenon 8.
In the present embodiment, adjacent two prefabricated components stitching portion, for better seal, it is lined between tenon 9 and groove 6 close Closure material, the gap between tenon 9 and groove 8 are packed with waterproof bridging agent.
As shown in figure 4, in the present embodiment, when spliced each prefabricated components of shunting well splice, adjacent two prefabricated components are being spelled The place of connecing can fix by the way of steel plate coordinates Screw arbor with nut at both-ends, in order to more clearly represent, in Fig. 4 after a display splicing Door cell structure, highlights Screw arbor with nut at both-ends 14 at also one.Specifically, the stitching portion of adjacent two prefabricated components be disposed with it is multipair not Become rusty steel steel plate 13, and each pair stainless-steel sheet 13 has two pieces, and one is located at the madial wall of stitching portion, and is overlapped on two of piece side On prefabricated components, another is arranged at the lateral wall of stitching portion, and each pair stainless-steel sheet 13 is oppositely arranged.Preferably, every piece not Rust steel steel plate 13 is rectangle, and the corner for a pair of stainless-steel sheets being oppositely arranged both passes through a Screw arbor with nut at both-ends 14, and every to drawing The both ends of screw rod 14 are all fixed by a nut 15 with corresponding stainless-steel sheet 13.
As shown in figure 5, in the present embodiment, when spliced each prefabricated components of shunting well splice, adjacent two prefabricated components are being spelled The place of connecing can also fix by the way of anchor pole is to drawing, in order to more clearly represent, the door room knot in Fig. 5 after a display splicing Structure.Specifically, each prefabricated components are equipped with the installation preformed groove 16 perpendicular to Mosaic face, installation preformed groove 16 does not run through Mosaic face, a segment distance is left between also sliceable face.One is provided between installation preformed groove 16 and Mosaic face vertically and is run through To the through hole (not shown) of Mosaic face, the through hole of two contiguous prefabricated components connects and connected.Anchor pole 17 is arranged on connection Two through holes in, by two contiguous prefabricated component strings together.Also, the both ends of anchor pole 17 pass through a nut 15 respectively Fixed, nut 15 is arranged in corresponding installation preformed groove 16.
The spliced shunting well of the present embodiment, bottom-open type weir gate can be installed in door room, pass through water inlet 6 and delivery port 3, shunting of removing contamination can be realized.
First embodiment splices the construction method of shunting well, comprises the following steps:
S1. required each prefabricated components size is pre-designed, is poured according to pre-set dimension using armored concrete each Prefabricated components, in order to save freight, prefabricated components can be in the local plant produced of construction;Treat that prefabricated components have poured it Afterwards, each prefabricated components are transported into job site.
S2., section a1 liftings in first room are placed on to the specified location measured in advance, splice second room from bottom to top Section b1, until the splicing of door room 10 finishes.Then water outlet section 2 is spliced above second room section b1 of top, then The section 5 that intakes is spliced to the sidepiece in water outlet section 2.
S3. by second water-supplying chamber's section b4 direct splicings on the top of water outlet section, then by the first water-supplying chamber section a4 spell It is connected on above the second water-supplying chamber section b4, forms water-supplying chamber 11.
S4. intake chamber section 7 is spliced at the top of water inlet section 5, forms intake chamber 12;So far, whole shunting well is spelled Install complete, the shunting well lifting that finishes will be spliced and transfers to specified location, construction is completed.
In above-mentioned splicing, when splicing two neighboring prefabricated components, tenon 8 on two prefabricated components Mosaic faces with Groove 9 needs to coordinate splicing, and is sealed between tenon 8 and groove 9 using encapsulant, with waterproof bridging agent filling seam after splicing Gap.
After two neighboring prefabricated components splicing, multipair stainless-steel sheet 13, each pair stainless steel steel can be set in stitching portion Plate 13 has two, is relatively arranged on the inside and outside side wall of stitching portion respectively, and each pair stainless-steel sheet 13 is passed through with Screw arbor with nut at both-ends 14 Corner, and fixed at the both ends of Screw arbor with nut at both-ends 14 using nut 15 and stainless-steel sheet 13.
If installation preformed groove 16 is opened up on each prefabricated components, then, will after the splicing of two neighboring prefabricated components A piece anchor pole 17 is penetrated in two interconnected through holes 17, and anchor pole 17 strings together two neighboring prefabricated components, anchor pole 17 Both ends are fixed in corresponding installation preformed groove 16 by nut 15 respectively.
As shown in fig. 6, it is second embodiment of the invention:
The present embodiment is similar with first embodiment structure, and difference part is, the water inlet side wall of section 5 one is provided with water inlet 6, another adjacent wall is provided with two interfaces 18, and two interfaces 18 are to cut dirty interface tube, first rain pond interface and online pond to connect Two in mouthful.Preferably, the water inlet 6 of water inlet section 5 and the delivery port 3 of the side wall of water outlet section 2 are oppositely arranged, and intake section Two interfaces 18 that 5 another side wall is provided with, one is to cut dirty interface tube, and another is just rain pond interface, and the He of delivery port 6 Two interfaces 18 are circle.Also, two interfaces 18 of same side wall can be arranged side by side, can also just be arranged at same One row.The present embodiment remainder is identical with first embodiment, and principle and form of construction work are also identical, and here is omitted.
As shown in fig. 7, it is third embodiment of the invention:
The present embodiment is similar with second embodiment structure, and difference part is, and provided with adjacent two side walls of water inlet 6 On, an adjacent wall is provided with two interfaces 18, and another adjacent wall is provided with an interface 18, this 3 interface difference It is to cut dirty interface tube, first rain pond interface and online pond interface.Preferably, the water inlet 6 and the side wall of water outlet section 2 of water inlet section 5 Delivery port 3 be oppositely arranged, adjacent side wall, which is set, cuts dirty interface tube and a first rain pond interface, the interface 18 of another side wall For online pond interface, two interfaces 18 of same side wall can be arranged side by side, and can also just be arranged at same row.This implementation Example remainder is identical with second embodiment, and principle and form of construction work are also identical, and here is omitted.
It is fourth embodiment of the invention as shown in Fig. 8 to Figure 10:
The present embodiment is similar with first embodiment structure, and difference part is, an only second water-supplying chamber section b4, the Two water-supplying chamber section b4 top is provided with the hole for hoist 19 for lifting by crane, and bottom Mosaic face is convexly equipped with tenon 8.Second water-supplying chamber saves Section b4 direct splicings form water-supplying chamber above water outlet section 2.Remaining structure of the present embodiment and first embodiment is identical, principle With form of construction work all same, here is omitted.
As shown in figure 11, it is fifth embodiment of the invention:
The present embodiment is similar with fourth embodiment structure, and difference part is, the water inlet side wall of section 5 one is provided with water inlet 6, another adjacent wall is provided with two interfaces 18, and two interfaces 18 are to cut dirty interface tube, first rain pond interface and online pond to connect Two in mouthful.Preferably, the water inlet 6 of water inlet section 5 and the delivery port 3 of the side wall of water outlet section 2 are oppositely arranged, and intake section Two interfaces 18 that 5 another side wall is provided with, one is to cut dirty interface tube, and another is just rain pond interface, and the He of delivery port 6 Two interfaces 18 are circle.Also, two interfaces 18 of same side wall can be arranged side by side, can also just be arranged at same One row.The present embodiment remainder is identical with fourth embodiment, and principle and form of construction work are also identical, and here is omitted.
As shown in figure 12, it is sixth embodiment of the invention:
The present embodiment is similar with the 5th example structure, and difference part is, and provided with adjacent two side walls of water inlet 6 On, an adjacent wall is provided with two interfaces 18, and another adjacent wall is provided with an interface 18, this 3 interface difference It is to cut dirty interface tube, first rain pond interface and online pond interface.Preferably, the water inlet 6 and the side wall of water outlet section 2 of water inlet section 5 Delivery port 3 be oppositely arranged, adjacent side wall, which is set, cuts dirty interface tube and a first rain pond interface, the interface 18 of another side wall For online pond interface, two interfaces 18 of same side wall can be arranged side by side, and can also just be arranged at same row.This implementation Example remainder is identical with the 5th embodiment, and principle and form of construction work are also identical, and here is omitted.
The present invention is not limited to the above-described embodiments, for those skilled in the art, is not departing from On the premise of the principle of the invention, some improvements and modifications can also be made, these improvements and modifications are also considered as the protection of the present invention Within the scope of.The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.

Claims (12)

1. the spliced shunting well of a kind of prefabricated components, it is characterised in that shunting well is spliced by prefabricated components, described prefabricated Component includes:
Multiple rooms section, the door room of a receiving bottom-open type weir gate, door room bottom end closure and top are spliced to form from bottom to top Opening;
One water outlet section, the top of the multiple door room section is arranged at, and is connected with the door room, the water outlet section Side wall is provided with a delivery port;
At least one water-supplying chamber section, directly or splicing from bottom to top is arranged at the top of the water outlet section, with water outlet section shape Into water-supplying chamber, and water-supplying chamber top is provided with hole for hoist;
One water inlet section, is arranged at the sidepiece of the water outlet section, and is connected with water outlet section, the side wall of the water inlet section Provided with a water inlet;
One intake chamber section, it is arranged at the top of the water inlet section, forms intake chamber with water inlet section, water inlet section top is set There is hole for hoist.
2. the spliced shunting well of prefabricated components as claimed in claim 1, it is characterised in that:Pass through between the prefabricated components Tongue-and-groove structure splices, and tongue-and-groove structure includes the tenon for being arranged at prefabricated components Mosaic face or the groove coordinated with tenon.
3. the spliced shunting well of prefabricated components as claimed in claim 2, it is characterised in that:Padded between the tenon and groove There is encapsulant, the gap between tenon and groove is packed with waterproof bridging agent.
4. the spliced shunting well of prefabricated components as claimed in claim 1, it is characterised in that:The side wall of the water inlet section is also Set at least one in section dirty interface tube, first rain pond interface and online pond interface.
5. the spliced shunting well of prefabricated components as claimed in claim 1, it is characterised in that:The water-supplying chamber section of the top and The intake chamber section of the top is equipped with pipeline hole.
6. the spliced shunting well of the prefabricated components as described in claim 1-5 is any, it is characterised in that:Adjacent two prefabricated components Stitching portion be disposed with multipair stainless-steel sheet, each pair stainless-steel sheet is relatively arranged on the inside and outside side wall of stitching portion respectively, often The corner of stainless-steel sheet is fixed by Screw arbor with nut at both-ends to drawing.
7. the spliced shunting well of the prefabricated components as described in claim 1-5 is any, it is characterised in that:Each prefabricated components are equal Provided with the installation preformed groove perpendicular to Mosaic face, install and be provided with through hole, two adjacent prefabricated components between preformed groove and Mosaic face Through hole connection, and there is anchor pole to be arranged in the through hole of connection, the both ends of anchor pole are fixed by nut.
8. a kind of construction method based on spliced shunting well described in claim 1, it is characterised in that comprise the following steps:
S1. each prefabricated components are poured using armored concrete according to pre-set dimension, and each prefabricated components poured is transported Up to job site;
S2. multiple rooms section is spliced from bottom to top, then by the splicing of water outlet section above the door room section of top, then will Sidepiece of the water inlet section splicing in water outlet section;
S3. by single water-supplying chamber section direct splicing on the top of water outlet section, or by more than one water-supplying chamber section by It is lower to splice successively in the top of the water outlet section upwards;
S4., intake chamber section is spliced to the shunting well lifting that at the top of water inlet section, splicing is finished and transfers to specified location.
9. the construction method of spliced shunting well as claimed in claim 8, it is characterised in that:The Mosaic face of prefabricated components is provided with Tenon or groove, when splicing two neighboring prefabricated components, tenon coordinates with groove and spliced, and sealing material is used between tenon and groove Material sealing, uses waterproof bridging agent pay the seam after splicing.
10. the construction method of spliced shunting well as claimed in claim 8 or 9, it is characterised in that:Two neighboring prefabricated components After splicing, multipair stainless-steel sheet is set in stitching portion, each pair stainless-steel sheet is relatively arranged on the medial and lateral of stitching portion respectively Wall, the corner of each pair stainless-steel sheet is fixed with Screw arbor with nut at both-ends.
11. the construction method of spliced shunting well as claimed in claim 8 or 9, it is characterised in that:Each prefabricated components are all provided with There is the installation preformed groove perpendicular to Mosaic face, install and be provided with through hole, two neighboring prefabricated components between preformed groove and Mosaic face Through hole is relative during splicing and connects, and is penetrated by anchor pole in the through hole of connection, and with the both ends of nut fixing anchor bar.
12. the construction method of spliced shunting well as claimed in claim 8 or 9, it is characterised in that:The water inlet is connected Water inlet pipe, the delivery port connect outlet pipe;And by intake section side wall on set interface connection corresponding to part, it is described to connect Mouth includes at least one in section dirty interface tube, first rain pond interface and online pond interface.
CN201710946595.3A 2017-09-30 2017-09-30 The spliced shunting well and construction method of a kind of prefabricated components Pending CN107740488A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577464A (en) * 2018-12-01 2019-04-05 安徽正水务有限公司 A kind of prefabricated wisdom Vatch basin

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455762A (en) * 1974-06-29 1976-11-17 Deilmann Haniel Gmbh Shped concrete blocks for shafts or bunkers
JP2002266357A (en) * 2001-03-05 2002-09-18 Tadashi Nomura Basement by means of precast concrete wall unit
CN2546500Y (en) * 2002-04-17 2003-04-23 北京市市政工程研究院 Precast assembling concrete manhole
US20100193418A1 (en) * 2009-01-29 2010-08-05 David Belasco Storm water treatment system, modular drain vault, tube cleaning tool and methods
CN105484289A (en) * 2015-11-20 2016-04-13 苏交科集团股份有限公司 Precast concrete assembled structure and underground space construction method
CN105569178A (en) * 2016-02-23 2016-05-11 武汉圣禹排水系统有限公司 Novel intercepting well and control method thereof
WO2016165513A1 (en) * 2015-04-15 2016-10-20 扬州楚门机电设备制造有限公司 Hydraulic lifting weir
US20160369490A1 (en) * 2015-06-18 2016-12-22 Rotondo Environmental Solutions, Llc Storm-pod system for collecting and utilizing storm water
CN207567906U (en) * 2017-09-30 2018-07-03 武汉圣禹排水系统有限公司 A kind of spliced shunting well of prefabricated components

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455762A (en) * 1974-06-29 1976-11-17 Deilmann Haniel Gmbh Shped concrete blocks for shafts or bunkers
JP2002266357A (en) * 2001-03-05 2002-09-18 Tadashi Nomura Basement by means of precast concrete wall unit
CN2546500Y (en) * 2002-04-17 2003-04-23 北京市市政工程研究院 Precast assembling concrete manhole
US20100193418A1 (en) * 2009-01-29 2010-08-05 David Belasco Storm water treatment system, modular drain vault, tube cleaning tool and methods
WO2016165513A1 (en) * 2015-04-15 2016-10-20 扬州楚门机电设备制造有限公司 Hydraulic lifting weir
US20160369490A1 (en) * 2015-06-18 2016-12-22 Rotondo Environmental Solutions, Llc Storm-pod system for collecting and utilizing storm water
CN105484289A (en) * 2015-11-20 2016-04-13 苏交科集团股份有限公司 Precast concrete assembled structure and underground space construction method
CN105569178A (en) * 2016-02-23 2016-05-11 武汉圣禹排水系统有限公司 Novel intercepting well and control method thereof
CN207567906U (en) * 2017-09-30 2018-07-03 武汉圣禹排水系统有限公司 A kind of spliced shunting well of prefabricated components

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577464A (en) * 2018-12-01 2019-04-05 安徽正水务有限公司 A kind of prefabricated wisdom Vatch basin

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