CN107524213A - A kind of job site water discharge method using sump - Google Patents
A kind of job site water discharge method using sump Download PDFInfo
- Publication number
- CN107524213A CN107524213A CN201610445190.7A CN201610445190A CN107524213A CN 107524213 A CN107524213 A CN 107524213A CN 201610445190 A CN201610445190 A CN 201610445190A CN 107524213 A CN107524213 A CN 107524213A
- Authority
- CN
- China
- Prior art keywords
- sump
- steel pipe
- draining
- protection net
- pipeline
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 238000010276 construction Methods 0.000 claims abstract description 24
- 238000009434 installation Methods 0.000 claims abstract description 11
- 238000011084 recovery Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims description 2
- 239000010931 gold Substances 0.000 claims description 2
- 229910052737 gold Inorganic materials 0.000 claims description 2
- 239000003818 cinder Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 7
- 230000001681 protective effect Effects 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of job site water discharge method using sump, it is characterised in that comprise the following steps：Draining steel pipe is set a,（5）Pipeline, b, sump is made, c, make sump protection net, d, excavate draining steel pipe（5）Pipeline trench, e, draining steel pipe（5）The embedded and installation of pipeline and sump, f, the installation of sump protection net, g, dismounting are simultaneously reused：According to engineering ground needs, recovery can be dug out after the completion of flowing line and sump project to be onstructed, is re-used in next project under construction.The job site water discharge method using sump of the present invention has sump apparatus structure simple, easy to make, utilize complete water discharge method, can effectively solve live drainage problem, ensure that draining is unimpeded, reduce unnecessary drainage channel scarfing cinder, dredging work, save artificial, the saving construction period, the advantages of can reusing and reduce engineering cost.
Description
Technical field
The present invention relates to a kind of job site water discharge method, is that a kind of job site using sump is arranged specifically
Water method.
Background technology
In building engineering construction, particularly in large-scale floor space building engineering construction, live draining is as existing
The important content of field plane management.In general water discharge method uses open cut gutter and sump, brick gutter and collection substantially
Well etc.：Though cut and cover method simple economy, everywhere soil raceway groove, and easily blocking, it is unfavorable for job site markization management and text
Bright construction requirement；Though brick method is advantageous to markization management, essentially nonrecurring cost input and use, it is impossible to reuse,
It is unfavorable for construction cost saving, uneconomical practicality.
Therefore known job site water discharge method there are problems that above-mentioned a variety of inconvenience and.
The content of the invention
The purpose of the present invention, it is to propose a kind of job site markization management and civilized construction and saves making for construction cost
With the job site water discharge method of sump.
To achieve the above object, technical solution of the invention is：
A kind of job site water discharge method using sump, it is characterised in that comprise the following steps：
Draining steel pipe pipeline is set a,：Using steel pipe manufacturing, draining steel pipe pipeline in job site is set, steel pipe pipe joint uses
It is welded to connect；
B, sump is made：Sump is external diameter >=1020mm circle steel drums, and circular steel drum is suitable for reading to be opened wide, under circular steel drum mouth by
Circular steel sole plate welds back cover；Circular steel drum height >=1.8m, two corresponding side walls of circular steel drum set through hole, through hole and draining
Steel-pipe welding；Through hole from a distance from steel sole plate >=1200mm；Through hole is 5-8mm bigger than draining outer diameter of steel pipes hole；
C, sump protection net is made：Sump protection net is square reinforcing bar protection net, and protection net can cover in
Circular steel drum is suitable for reading；The lower floor of square reinforcing bar protection net be reinforcement welding into reinforcing bar grid, full paving gold on reinforcing bar grid
Belong to mesh sheet；
D, draining steel pipe pipeline trench is excavated：Using excavating pipeline after position of the excavator along engineering Floorplanning and buried depth unwrapping wire
Groove and the well that catchments；
E, the embedded and installation of draining steel pipe pipeline and sump：Sump is placed in using truck crane hand fit and excavated
Catchment in well, drainpipe is laid in the groove excavated, the hole of draining steel pipe pipeline and sump is connected using welding
Connect, draining steel pipe pipeline and sump it is embedded after the completion of, trench backfill is smooth；
F, sump protection net is installed：After the completion of sump Embedment and installation, protection net is positioned over and catchmented on well head, to prevent
Only personnel and bulk debris are fallen into well；
G, dismounting and reuse：According to engineering ground needs, can be dug out after the completion of flowing line and sump project to be onstructed
Recovery, is re-used in next project under construction.
The job site water discharge method using sump of the present invention can also be using following technical measures come further
Realize.
Foregoing method, wherein the draining steel pipe is DN300*4mm.
Foregoing method, wherein the draining steel pipe on the two side of the circular steel bucket（5）In horizontally disposed.
Foregoing method, wherein the protection net center weld has some pins, pin hangs down with protection net plane
Directly.
After adopting the above technical scheme, the present invention's has advantages below using the job site water discharge method of sump：
1st, sump apparatus structure is simple, easy to make；
2nd, with common steel tube, steel, reinforcement fabrication drainpipe, sump and protection network, gather materials on the spot, make simply, without special
Industry personnel can make, and save construction cost；
3rd, using complete water discharge method, can effectively solve live drainage problem, ensure that draining is unimpeded, favourable civilized construction and
Safety post management
3rd, unnecessary drainage channel scarfing cinder, dredging work can be reduced, saves artificial, the saving construction period, profit can be repeated
With reduction engineering cost.
Brief description of the drawings
Fig. 1 is the sump structural representation of the embodiment of the present invention；
Fig. 2 is the sump and drainpipe connection diagram of the embodiment of the present invention；
Fig. 3 is the sump reinforcing bar protective net cover structure schematic diagram of the embodiment of the present invention；
Fig. 4 is the sump and reinforcing bar protection net single unit system schematic diagram of the embodiment of the present invention.
In figure：The 1 sump borehole wall, 2 through holes, 3 steel sole plates, 4 sumps, 5 draining steel pipes, 6 protection nets, 7 pins.
Embodiment
With reference to embodiments and its accompanying drawing illustrates further to the present invention.
Embodiment 1
The job site water discharge method using sump of the present invention, comprises the following steps：
Referring now to Fig. 1, Fig. 1 is the sump structural representation of the embodiment of the present invention.
The pipeline of draining steel pipe 5 is set a,：By the use of constructing, waste and old steel pipe DN300*4mm connects as flowing line, steel pipe pipeline
Head is used and is welded to connect.
B, sump is made：Using large diameter pipeline DN1000*8mm, cut one section of 1.8m length and be used as the sump borehole wall, cut
Diameter 8mm bigger 100mm, thick than large diameter pipeline DN1000 circular steel plate is cut, as the bottom plate of sump, by steel plate bottom
Plate and steel pipe borehole wall weld all around, drainpipe is compared using gas cutting or the diameter of plasma cut one at 500mm below steel pipe borehole wall well head
The big 5-8mm of external diameter hole, a same hole, the connection as drainage pipeline are cut in the straight offside steel pipe borehole wall of this hole
Hole.Fig. 2 is the sump and drainpipe connection diagram of the embodiment of the present invention.
C, sump protection net is made：It is bigger than sump diameter using diameter 18mm or other specification reinforcing bars, length and width
200mm, two-way spacing 100mm, is welded into mesh sheet, and the long reinforcing bar pins of 100mm are welded on four sides of mesh sheet.In the protection net
The heart is welded with four pins, and pin is vertical with protection net plane.
D, flowing line groove is excavated：Using excavating pipeline after position of the excavator along engineering Floorplanning and buried depth unwrapping wire
Groove and the well that catchments.
E, the embedded and installation of the pipeline of draining steel pipe 5 and sump：Sump is placed in using truck crane hand fit
That has excavated is catchmented in well, and drainpipe is laid in the groove excavated, and the hole of drainpipe and sump is connected using welding
Connect, after laying pipe laying and sump, groove etc. is backfilled smooth.Draining steel pipe 5 on the two side of the circular steel drum
In horizontally disposed.Fig. 4 is the sump and reinforcing bar protection net single unit system schematic diagram of the embodiment of the present invention.
F, sump protective cover is installed：After the completion of sump Embedment and installation, to prevent personnel and bulk debris from falling into well,
Bar-mat reinforcement protective cover is put into and catchmented on well head, pin is positioned at catchmenting in the borehole wall, to prevent protective cover horizontal hunting.Fig. 3 is this
The sump reinforcing bar protective net cover structure schematic diagram of inventive embodiments.Fig. 4 is sump and the reinforcing bar protection of the embodiment of the present invention
Guard single unit system schematic diagram.
G, dismounting and reuse：According to engineering ground needs, energy after the completion of flowing line and sump project to be onstructed
Recovery is dug out, is re-used in next project under construction.
The present invention has substantive distinguishing features and significant technological progress, the job site draining of the invention using sump
Method has made a kind of steel drainpipe and steel sump, easy to make, quick, and installation facility, this method is than traditional open cut ditch
Well, brick ditch well, can guarantee that draining is unimpeded, non-leakage, are advantageous to job site civilized construction and markization management, improve construction shape
As saving construction cost.
The job site water discharge method of the invention using sump of the present invention is in the Cold-roller of Baosteel Zhanjiang steel 1550
Used in journey, construction site area reaches 120000m2, it is located in that region rainy season is more, rainfall is big, the draining of job site is
The midpoint of plane management, though taking cut and cover method simple economy, soil raceway groove, and easily blocking everywhere, it is unfavorable for job site
Markization manages and civilized construction requirement, though taking brick method to be advantageous to markization management, essentially nonrecurring cost puts into and made
With, it is impossible to reuse, be unfavorable for construction cost saving, uneconomical practicality.The applying using sump of the invention of the present invention
Work scene water discharge method utilizes live common steel tube, steel, reinforcement fabrication drainpipe, sump and protection network, fabrication and installation and
It is embedded, complete draining is formed, its is easy to make, quick, installation facility, can guarantee that draining is unimpeded, non-leakage, it is existing to be advantageous to construction
Civilized construction and markization management, improve construction image, its safe effect is good, less investment, strong applicability, repeat utilization, save
About construction cost.
Above example is used for illustrative purposes only, rather than limitation of the present invention, the technology people about technical field
Member, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, it is all equivalent
Technical scheme should also belong to scope of the invention, should be limited by each claim.
Claims (4)
1. a kind of job site water discharge method using sump, it is characterised in that comprise the following steps：
Draining steel pipe is set a,（5）Pipeline：Using steel pipe manufacturing, job site draining steel pipe pipeline, steel pipe pipe joint are set
Using being welded to connect；
B, sump is made：Sump is external diameter >=1020mm circle steel drums, and circular steel drum is suitable for reading to be opened wide, under circular steel drum mouth by
Circular steel sole plate（3）Weld back cover；Circular steel drum height >=1.8m, two corresponding side walls of circular steel drum set through hole（2）, through hole
With draining steel pipe（5）Welding；Through hole（2）From steel sole plate（3）Distance >=1200mm；Through hole is than draining steel pipe（5）External diameter is big
5-8mm hole；
C, sump protection net is made：Sump protection net is square reinforcing bar protection net, and protection net can cover in
Circular steel drum is suitable for reading；The lower floor of square reinforcing bar protection net be reinforcement welding into reinforcing bar grid, full paving gold on reinforcing bar grid
Belong to mesh sheet；
D, draining steel pipe is excavated（5）Pipeline trench：Using being excavated after position of the excavator along engineering Floorplanning and buried depth unwrapping wire
Pipeline trench and the well that catchments；
E, draining steel pipe（5）The embedded and installation of pipeline and sump：Sump is placed in out using truck crane hand fit
That has dug is catchmented in well, and drainpipe is laid in the groove excavated, draining steel pipe（5）The hole of pipeline and sump uses
It is welded to connect, draining steel pipe（5）Pipeline and sump it is embedded after the completion of, trench backfill is smooth；
F, sump protection net is installed：After the completion of sump Embedment and installation, protection net is positioned over and catchmented on well head, to prevent
Only personnel and bulk debris are fallen into well；
G, dismounting and reuse：According to engineering ground needs, can be dug out after the completion of flowing line and sump project to be onstructed
Recovery, is re-used in next project under construction.
2. the job site water discharge method of sump is used as claimed in claim 1, it is characterised in that the draining steel pipe
（5）For DN300*4mm.
3. the job site water discharge method of sump is used as claimed in claim 1, it is characterised in that the circular steel drum
Draining steel pipe on two side（5）In horizontally disposed.
4. the job site water discharge method of sump is used as claimed in claim 1, it is characterised in that in the protection net
The heart is welded with some pins, and pin is vertical with protection net plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610445190.7A CN107524213A (en) | 2016-06-21 | 2016-06-21 | A kind of job site water discharge method using sump |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610445190.7A CN107524213A (en) | 2016-06-21 | 2016-06-21 | A kind of job site water discharge method using sump |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107524213A true CN107524213A (en) | 2017-12-29 |
Family
ID=60734538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610445190.7A Pending CN107524213A (en) | 2016-06-21 | 2016-06-21 | A kind of job site water discharge method using sump |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797761A (en) * | 2018-07-04 | 2018-11-13 | 福建江夏学院 | A kind of integrate draining system construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10114954A (en) * | 1997-10-30 | 1998-05-06 | Chiken Kogyo Kk | Manhole body block applied to small-bore pipe jacking and method of manhole construction |
| JP2007231734A (en) * | 2004-10-15 | 2007-09-13 | Erudekku:Kk | Osmotic structure |
| CN101381999A (en) * | 2008-10-14 | 2009-03-11 | 沈阳骅飞管业有限公司 | Glass fibre reinforced plastic sand inclusion well chamber |
| CN103046639A (en) * | 2011-10-13 | 2013-04-17 | 肖玉光 | Checking and catch basin for drainage pipeline and production method thereof |
| CN203546882U (en) * | 2013-10-24 | 2014-04-16 | 无锡市政设计研究院有限公司 | Novel catch basin for draining road surface accumulated water |
| CN104563271A (en) * | 2015-01-22 | 2015-04-29 | 山西二建集团有限公司 | Plastic inspection well and construction method thereof |
| CN204401764U (en) * | 2015-01-13 | 2015-06-17 | 曹萍 | A kind of Multifunction catch-basin |
| CN204435531U (en) * | 2015-01-22 | 2015-07-01 | 山西二建集团有限公司 | Plastic inspection well |
| CN204753784U (en) * | 2015-04-28 | 2015-11-11 | 中机国能电力工程有限公司 | Composite beam grate sump pit |
| CN205134481U (en) * | 2015-10-14 | 2016-04-06 | 山东省交通规划设计院 | Highway superelevation excavation highway section hydrocone type drainage system |
-
2016
- 2016-06-21 CN CN201610445190.7A patent/CN107524213A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10114954A (en) * | 1997-10-30 | 1998-05-06 | Chiken Kogyo Kk | Manhole body block applied to small-bore pipe jacking and method of manhole construction |
| JP2007231734A (en) * | 2004-10-15 | 2007-09-13 | Erudekku:Kk | Osmotic structure |
| CN101381999A (en) * | 2008-10-14 | 2009-03-11 | 沈阳骅飞管业有限公司 | Glass fibre reinforced plastic sand inclusion well chamber |
| CN103046639A (en) * | 2011-10-13 | 2013-04-17 | 肖玉光 | Checking and catch basin for drainage pipeline and production method thereof |
| CN203546882U (en) * | 2013-10-24 | 2014-04-16 | 无锡市政设计研究院有限公司 | Novel catch basin for draining road surface accumulated water |
| CN204401764U (en) * | 2015-01-13 | 2015-06-17 | 曹萍 | A kind of Multifunction catch-basin |
| CN104563271A (en) * | 2015-01-22 | 2015-04-29 | 山西二建集团有限公司 | Plastic inspection well and construction method thereof |
| CN204435531U (en) * | 2015-01-22 | 2015-07-01 | 山西二建集团有限公司 | Plastic inspection well |
| CN204753784U (en) * | 2015-04-28 | 2015-11-11 | 中机国能电力工程有限公司 | Composite beam grate sump pit |
| CN205134481U (en) * | 2015-10-14 | 2016-04-06 | 山东省交通规划设计院 | Highway superelevation excavation highway section hydrocone type drainage system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797761A (en) * | 2018-07-04 | 2018-11-13 | 福建江夏学院 | A kind of integrate draining system construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20171229 |