CN208733763U - The rain sewage collection system of high-pile beam Wharf Platform - Google Patents
The rain sewage collection system of high-pile beam Wharf Platform Download PDFInfo
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- CN208733763U CN208733763U CN201821285689.7U CN201821285689U CN208733763U CN 208733763 U CN208733763 U CN 208733763U CN 201821285689 U CN201821285689 U CN 201821285689U CN 208733763 U CN208733763 U CN 208733763U
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- stringer
- crossbeam
- draining
- wharf platform
- wharf
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model relates to a kind of rain sewage collection systems of high-pile beam Wharf Platform, including draining stringer, the pre-buried pipeline of crossbeam, crossbeam, kerb, steel grating cover board, embedded steel tube and HDPE pipe；Wharf Platform front is equipped with kerb, and Wharf Platform rear portion is equipped with draining stringer, is set as single slope drainage face slope backward between kerb and draining stringer；It drains stringer upper end and is equipped with shallow ridges, cover steel grating cover board on shallow ridges；The shallow ridges of the pre-buried pipeline connection draining stringer of crossbeam is buried on crossbeam and the interspersed setting of draining stringer, crossbeam top；In the middle part of platform across draining stringer embedded steel tube, steel pipe connection HDPE manages and accesses land-based area gutter.The beneficial effects of the utility model are: this system sufficiently maintains the advantages of traditional high-pile beam dock structure, utilize Wharf Surface, the transformation of kerb, the big component of side stringer three, it is subject to the sewage collection system that connecting pipe forms Wharf Platform, the purpose for realizing sewage collecting simultaneously, ensure that unaffected using function.
Description
Technical field
The utility model relates to a kind of sewage collection systems of high-pile beam Wharf Platform, the sewage on Wharf Platform
Collect and import the sewerage of place.
Background technique
Traditional high-pile beam Wharf Platform is drained using the discharge outlet on panel and shield wheel bank, is belonged to straight without processing
Draining, in environmental requirement higher and higher today, this drainage pattern is clearly out of season.In In Hangzhou Region of Zhe Jiang Province, navigation channel is not
Value only waterborne, there are also huge landscape values.Especially Hangzhou " three river two sides " (Xinanjiang River, Fuchunjiang River, the Qiantang River)
In ecoscape protection zone, it is in such sensitizing range, project not only has environmental protection requirement, and there are also landscape requirements, no
Tourism scene along capable of destroying.The in line mode of Wharf Platform both not environmentally, was also repugnant to the eye, and destroyed water environment and landscape on the way
Resource.Therefore the Wharf Platform rain sewage collection system there is an urgent need to a kind of environmental protection without influencing appearance.
Utility model content
The purpose of the utility model is to overcome deficiency in the prior art, the rain for providing a kind of high-pile beam Wharf Platform is dirty
Water collection system.
The rain sewage collection system of this high-pile beam Wharf Platform, including draining stringer, the pre-buried pipeline of crossbeam, crossbeam,
Kerb, steel grating cover board, embedded steel tube and HDPE pipe；Wharf Platform front is equipped with kerb, and Wharf Platform rear portion is equipped with row
Water stringer is set as single slope drainage face slope backward between kerb and draining stringer；It drains stringer upper end and is equipped with shallow ridges, on shallow ridges
Cover steel grating cover board；The pre-buried pipeline connection draining stringer of crossbeam is buried on crossbeam and the interspersed setting of draining stringer, crossbeam top
Shallow ridges；In the middle part of platform across draining stringer embedded steel tube, steel pipe connection HDPE manages and accesses land-based area gutter.
As preferred: the kerb connection is integral.
As preferred: the crossbeam is inverted T-shaped structure, and the pre-buried pipeline of crossbeam is embedded in the column top of crossbeam and connects each
Shallow ridges across draining stringer.
As preferred: the steel grating cover board is made of band steel and fried dough twist steel bar.
As preferred: the HDPE pipe, which is worn below the attachment strap, buried after barricade bears down on one enters land-based area gutter.
As preferred: strainer is arranged in crossbeam and the pre-buried pipeline opening of stringer.
The beneficial effects of the utility model are:
1, this system guarantees that sewage enters in the shallow ridges of draining stringer by whole communication type kerb and harbour face slope,
Respectively it is linked to be across draining stringer by pipeline and sewage collecting pool is integrally formed, back-up land is entered using pipeline, to complete code
The sewage collecting of head platform.
2, this system sufficiently maintains the advantages of traditional high-pile beam dock structure, utilizes Wharf Surface, kerb, Bian Zong
The transformation of Liang San great component is subject to the sewage collection system that connecting pipe forms Wharf Platform, realizes the purpose of sewage collecting
Meanwhile it ensure that unaffected using function.
3, this system structural modification is small, can be not only used for newly setting harbour, can be used for traditional high-pile beam harbour
Transformation.
Detailed description of the invention
Fig. 1 is draining stringer cross-section diagram；
Fig. 2 is Wharf Platform cross-section diagram；
Fig. 3 is the burial place figure of the pre-buried pipeline of crossbeam；
Fig. 4 is Wharf Platform top view；
Fig. 5 is steel grating cover plate schematic diagram；
Fig. 6 is harbour drainage system cross-section diagram.
Description of symbols: draining stringer 1, the pre-buried pipeline 2 of crossbeam, crossbeam 3, kerb 4, steel grating cover board 5, steel pipe 6,
HDPE pipe 7.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
The rain sewage collection system of the high-pile beam Wharf Platform, including draining stringer 1, the pre-buried pipeline 2 of crossbeam, cross
Beam 3, kerb 4, steel grating cover board 5, embedded steel tube 6, HDPE pipe 7.Wharf Platform front is equipped with kerb 4, and rear portion is equipped with row
Water stringer 1 is set as single slope drainage face slope backward between kerb 4 and draining stringer 1.It drains 1 upper end of stringer and is equipped with shallow ridges, shallowly
Steel grating cover board 5 is covered on ditch.The pre-buried connection of pipeline 2 row of crossbeam is buried on crossbeam 3 and the interspersed setting of draining stringer 1,3 top of crossbeam
The shallow ridges of water stringer 1.In the middle part of platform across 1 embedded steel tube 6 of draining stringer, steel pipe 6 connects HDPE pipe 7 and simultaneously accesses stockyard draining
Platform sewage is imported land-based area sewerage by ditch.
Draining 1 upper end of stringer is equipped with the shallow ridges of width 40cm, depth 45cm, to collect storage platform sewage, such as Fig. 1 institute
Show.Draining stringer 1 should bear structure function power, again subsidiary shallow ridges, therefore increase section scale.
The section horizontal slope of Wharf Platform becomes the unidirectional cross being arranged backward from traditional centre to the double pitch that both sides are arranged
Slope makes surface water to heel row, is able to enter in the ditch of draining stringer 1, and wherein the gradient is 0.5%, as shown in Figure 2.Front-seat
Kerb 4 connects integral, and bollard position does not set notch, prevents sewage from flowing into river from the notch.
Since long piled wharf platform is that transverse and longitudinal beam interts system, stringer and crossbeam intersect to form grid, in order to not influence cross
Beam strength connects the shallow ridges of draining stringer 1 by the way of the buried pipeline on crossbeam 3, and crossbeam 3 is inverted T-shaped structure, and crossbeam is pre-
Pipe laying road 2 is embedded in the column top of crossbeam 3 and connects the shallow ridges respectively across draining stringer 1, as shown in Figure 3,4.
The steel grating cover board 5 of the shallow ridges upper end covering 5cm thickness of stringer 1 is drained, steel grating cover board 5 uses band steel and fried dough twist steel
Item is made, as shown in Figure 5,6.
Platform edges two are across adding cantilever part to be not provided with draining stringer 1, to connect back-up land road, as shown in Figure 4.
In the middle part of platform across 1 embedded steel tube 6 of draining stringer, connection HDPE pipe 7 is worn buried after barricade bears down on one from below attachment strap
Land-based area gutter is entered, platform sewage is imported into land-based area sewerage, as shown in Figure 6.
According to the difference of sewage species, particle can be intercepted in crossbeam and the pre-buried pipeline opening setting strainer of stringer etc., prevented
Line clogging.Particle is deposited over can be by manual cleaning in the shallow ridges of draining stringer 1.
The construction method of the rain sewage collection system of the high-pile beam Wharf Platform, comprising the following steps:
Step 1: the floor side member of old harbour and adjacent panels are removed, the floor side member of old harbour is changed to row shown in FIG. 1
Water stringer 1, while adjacent panel is replaced, adapt to the size of new stringer.The pre-buried pipeline 2 of crossbeam is buried in 3 upper bore of crossbeam,
The embedded steel tube 6 in draining stringer 1.In order to guarantee vehicle pass-through demand, the stringer for retaining both ends is changed without, as shown in Figure 4.It is right
Yu Mantang harbour, prefabricated stringer are installed using land lifting mode, and work progress sets up attachment strap using crossbeam, facilitates construction；It is right
It, can be along rear along setting waterborne traffic accident in band open jetty.
Step 2: the kerb 4 of old harbour is connected integral, the opening of bollard position is filled.In order to guarantee structure
Intensity takes the mode of notch two sides bar planting.Fill wharf slab drain hole that may be present.
Step 3: old harbour wearing course adjusts the gradient, by surface dabbing and pour, form single slope drainage face slope backward,
As shown in Figure 2.
Step 4: connecting steel pipe 6 pre-buried in draining stringer 1 using HDPE pipe 7, sewage is guided into back-up land, such as Fig. 6
It is shown.For full hall harbour, pipeline is set to below attachment strap, replaces the position and bear down on one.For band open jetty, along platform rear plus
It is hung on trestle two sides and leads to land-based area backward.
Step 5: processing steel grating cover board 5, the shallow ridges of covering draining stringer 1.
Claims (6)
1. a kind of rain sewage collection system of high-pile beam Wharf Platform, it is characterised in that: pre- including draining stringer (1), crossbeam
Pipe laying road (2), crossbeam (3), kerb (4), steel grating cover board (5), embedded steel tube (6) and HDPE pipe (7)；Wharf Platform front
Equipped with kerb (4), Wharf Platform rear portion is equipped with draining stringer (1), kerb (4) with drain be set as between stringer (1) to
Single slope drainage face slope afterwards；It drains stringer (1) upper end and is equipped with shallow ridges, cover steel grating cover board (5) on shallow ridges；Crossbeam (3) and draining
The interspersed setting of stringer (1), the shallow ridges of the pre-buried pipeline of crossbeam (2) connection draining stringer (1) is buried on crossbeam (3) top；In the middle part of platform
Across draining stringer (1) embedded steel tube (6), steel pipe (6) connection HDPE pipe (7) simultaneously access land-based area gutter.
2. the rain sewage collection system of high-pile beam Wharf Platform according to claim 1, it is characterised in that: the shield wheel
Sill (4) connection is integral.
3. the rain sewage collection system of high-pile beam Wharf Platform according to claim 1, it is characterised in that: the crossbeam
It (3) is inverted T-shaped structure, the pre-buried pipeline of crossbeam (2) is embedded in the column top of crossbeam (3) and connects respectively across draining stringer (1)
Shallow ridges.
4. the rain sewage collection system of high-pile beam Wharf Platform according to claim 1, it is characterised in that: the steel lattice
Grid cover board (5) is made of band steel and fried dough twist steel bar.
5. the rain sewage collection system of high-pile beam Wharf Platform according to claim 1, it is characterised in that: the HDPE
Pipe (7), which is worn below the attachment strap, buried after barricade bears down on one enters land-based area gutter.
6. the rain sewage collection system of high-pile beam Wharf Platform according to claim 1, it is characterised in that: crossbeam and vertical
Strainer is arranged in the pre-buried pipeline opening of beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821285689.7U CN208733763U (en) | 2018-08-10 | 2018-08-10 | The rain sewage collection system of high-pile beam Wharf Platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821285689.7U CN208733763U (en) | 2018-08-10 | 2018-08-10 | The rain sewage collection system of high-pile beam Wharf Platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208733763U true CN208733763U (en) | 2019-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821285689.7U Active CN208733763U (en) | 2018-08-10 | 2018-08-10 | The rain sewage collection system of high-pile beam Wharf Platform |
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| CN (1) | CN208733763U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842891A (en) * | 2018-08-10 | 2018-11-20 | 杭州市交通规划设计研究院 | A kind of the rain sewage collection system and construction method of high-pile beam Wharf Platform |
-
2018
- 2018-08-10 CN CN201821285689.7U patent/CN208733763U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842891A (en) * | 2018-08-10 | 2018-11-20 | 杭州市交通规划设计研究院 | A kind of the rain sewage collection system and construction method of high-pile beam Wharf Platform |
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