CN108797761A - A kind of integrate draining system construction method - Google Patents
A kind of integrate draining system construction method Download PDFInfo
- Publication number
- CN108797761A CN108797761A CN201810723278.XA CN201810723278A CN108797761A CN 108797761 A CN108797761 A CN 108797761A CN 201810723278 A CN201810723278 A CN 201810723278A CN 108797761 A CN108797761 A CN 108797761A
- Authority
- CN
- China
- Prior art keywords
- dust
- drainage body
- gutter
- collecting bucket
- sump
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of construction methods of integrate draining system, include the following steps：Step 1: drainage body processing and fabricating, cuts off the section tubular wall of PVC pipeline, keep the shape at the PVC pipeline both ends complete, rest part forms open groove；Step 2: the erect bracket in a dust-collecting bucket；Step 3: excavating sump and gutter；Step 4: dust-collecting bucket is placed in sump；Step 5: drainage body is placed on gutter, the length of drainage body is extended if not enough using connector connection PVC pipeline；Step 6: drainage body is docked with dust-collecting bucket, drainage body is made to be passed through in dust-collecting bucket；Step 7: carrying out back native operation, sump and the remaining gap in gutter are backfilled；The establishment of construction site assembled environment-friendly type integrate draining system construction engineering method is provided, rational technology, practical reliable, energy-saving material-saving, at low cost, operation is fast, and quantities is small, and can reuse, and has significant economic benefit and social benefit.
Description
Technical field
The present invention relates to the realm of building construction more particularly to a kind of integrate draining system construction methods.
Background technology
The construction of temporary facilities ensures engineering construction and management as the important component in Building Construction
Be smoothed out.Temporary facility includes mainly：Live one-shot job canopy, office, temporary road, temporary drainage facility etc..For
Green construction is followed, turnover environmental protection concept is advocated, embodies national energy-saving environmental protection policy.Existing most of temporary facilities have all passed through
Technological innovation substitutes traditional method, such as with new process：Live one-shot job canopy is formed, is handled official business using regularization steel structure assembling
Room is using lightweight steel construction movable plank house, temporary road using iron plate laying and prefabricated paving etc..Above-mentioned improvement, not only drops
Low cost has saved the making duration, it is often more important that improves environment, realizes green construction.However work is respectively built at present
The temporary drain on ground still uses brickwork construction with sump.Although brick gutter well builds molding by laying bricks or stones after, pass through cement bonded sand
The modification of slurry is very beautiful, but cost of manufacture is very big, and such as settlement of foundation, and gutter well is inherently cracking broken
It is bad, huge maintenance cost is generated, after Practical Completion, gutter well need to be removed totally, can only be used as building waste, lack money
Source it is revolving again.
Invention content
In view of the above problems, the present invention proposes that a kind of integrate draining system construction method, the integrate draining system construction method carry
Supply the establishment of construction site assembled environment-friendly type integrate draining system construction engineering method, rational technology, practical reliable, energy-saving material-saving,
At low cost, operation is fast, and quantities is small, and can reuse, and has significant economic benefit and social benefit.
Technical scheme is as follows：
A kind of construction method of integrate draining system, includes the following steps：
Step 1: drainage body processing and fabricating, cuts off the section tubular wall of PVC pipeline, keep the shape at the PVC pipeline both ends complete
Whole, rest part forms open groove；
Step 2: the erect bracket in a dust-collecting bucket；
Step 3: excavating sump and gutter；
Step 4: dust-collecting bucket is placed in sump；
Step 5: drainage body is placed on gutter, the length of drainage body connects PVC pipeline if not enough using connector
Extend；
Step 6: drainage body is docked with dust-collecting bucket, drainage body is made to be passed through in dust-collecting bucket；
Step 7: carrying out back native operation, sump and the remaining gap in gutter are backfilled.
Wherein, it in step 1, according to design drawing, determines the shape of cutting PVC pipeline, is drawn in every PVC pipeline
Go out the point that will be cut, then is cut after popping up cutting line respectively with two PVC pipeline both sides of ink fountain.
Wherein, the dust-collecting bucket is upside down in sump, while cutting off dust-collecting bucket original bottom as water collecting well cover, cutout unit
It is 80mm-120mm to divide height；Electronic trepanning device aperture is used in bucket side wall, hole location is from cut surface 40mm-60mm；
Water inlet of institute's hole-opening as connection drainage body.
Wherein, holder is made of 304 stainless steels, when processing, carries out fracture, fracture according to dust-collecting bucket internal diameter size first
Error in length controls within 5mm, and ensures that compact dimensions are slightly less than bucket internal diameter size, then fracture is welded, most
The skeleton being welded is put into dust-collecting bucket afterwards.
Wherein, before step 3, flowing water slope aspect is found out in smooth gutter region place, puts gray line, nail control stake, really
Determine gutter well location to set and gradient absolute altitude, and carries out relevant art and tell somebody what one's real intentions are.
Wherein, among step 3, gutter is excavated using small digging machine, absolute altitude control is carried out to cutting depth, meets row
Ditch drainage grade and yellow ground bedding thickness；Sump is equally excavated using small digging machine, under cutting depth makes after dust-collecting bucket placement
At least 100mm yellow ground can be laid with；Artificial partial trim is used after the completion of mechanical excavation；After the completion of manual amendment, draws and lead to line
Yellow ground laying is carried out, and smooth using frog hammer compacting.
Wherein, it in step 7, by earthen backfill to sump side, suitably treads；Soil is returned in gutter side, backfills height ratio
The low 5mm-10mm of PVC pipeline cut surface.
Wherein, the parallel installation of the drainage body is spread with outside outer wall of basement in drainage body and outer wall of basement side
Waterproof roll is pasted, it can not effective drainage after avoiding backfill sedimentation that drainage body is made to settle.
Wherein, filter plate is made in sump inlet, to stop leaf and sundries.
Wherein, current check work is carried out, weather prevents ponding and connector to there is sagging position to correct in time after the rain
Place, which loosens, to cause to seep water, the rubbish precipitated in cleaning sump.
The present invention has the advantages that：
1, the making material that uses of the present invention is with tradition compared to the disadvantage for overcoming repair hardly possible easy to crack, and material is flexible, surface light
Cunning, flowing water are smooth.
2, simple and quick construction of the present invention, saving of work and time.
3, the present invention can be repeatedly used in turn, and saved material, reduced cost, is environmentally protective.
4, the present invention can utilize waste and old plastic barrel（Paint can）Deng the part made as integrate draining system.
5, ring holder is added in sump of the present invention, to resist lateral pressure.
6, the present invention directly rams extrusion soil on construction ground using the rammer ditch machine of frog hammer repacking, forms ditch
Slot makes groove loosen the soil closely knit, prevents from settling, and a small amount of yellow ground is levelling, looks for the gutters installation PVC behind slope, simple and efficient.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the flow chart of the present invention；
Fig. 3 is to avoid drainage body sedimentation from leading to not the schematic diagram of effective drainage using waterproof roll.
Reference numeral is expressed as in figure：
1- drainage bodies, the ends 11-, 2- water collecting well covers, 3- holders, 4- dust-collecting buckets, 5- basements, 6- filter plates, 7- waterproof rolls.
Specific implementation mode
It is next in the following with reference to the drawings and specific embodiments that the present invention will be described in detail.
Referring to Fig. 1 to Fig. 3, a kind of construction method of integrate draining system includes the following steps：
Step 1: 1 processing and fabricating of drainage body, cuts off the section tubular wall of PVC pipeline, make the shape at the PVC pipeline both ends 11
Shape is complete, and rest part forms open groove；
Step 2: the erect bracket 3 in a dust-collecting bucket 4；
Step 3: excavating sump and gutter；
Step 4: dust-collecting bucket 4 is placed in sump；
Step 5: drainage body 1 is placed on gutter, the length of drainage body 1 connects pvc pipe if not enough using connector
Road extends；
Step 6: drainage body 1 is docked with dust-collecting bucket 4, drainage body 1 is made to be passed through in dust-collecting bucket 4；
Step 7: carrying out back native operation, sump and the remaining gap in gutter are backfilled.
Further, in step 1, according to design drawing, the shape of cutting PVC pipeline is determined, in every PVC pipeline
On draw the point that will be cut, then cut after popping up cutting line respectively with two PVC pipeline both sides of ink fountain.
Further, the dust-collecting bucket 4 is upside down in sump, while cutting off the former bottom of dust-collecting bucket 4 as water collecting well cover
2, cut-out height is 80mm-120mm；Electronic trepanning device aperture is used in bucket side wall, hole location is from cut surface
40mm-60mm；Water inlet of institute's hole-opening as connection drainage body 1.
Further, holder 3 is made of 304 stainless steels, when processing, is broken first according to 4 internal diameter size of dust-collecting bucket
Material, fracture error in length controls within 5mm, and ensures that compact dimensions are slightly less than bucket internal diameter size, then welds fracture
It forms, finally the skeleton being welded is put into dust-collecting bucket 4.
Further, before step 3, flowing water slope aspect is found out in smooth gutter region place, puts gray line, nail control
Stake determines that gutter well location is set and gradient absolute altitude, and carries out relevant art and tell somebody what one's real intentions are.
Further, among step 3, gutter is excavated using small digging machine, absolute altitude control is carried out to cutting depth, it is full
Sufficient gutter drainage grade and yellow ground bedding thickness；Sump is equally excavated using small digging machine, and cutting depth makes dust-collecting bucket 4 place
The back lower place can be laid at least 100mm yellow ground；Artificial partial trim is used after the completion of mechanical excavation；After the completion of manual amendment, draw
Logical line carries out yellow ground laying, and smooth using frog hammer compacting.
Further, it in step 7, by earthen backfill to sump side, suitably treads；Return soil for gutter side, and backfill is high
Degree is lower 5mm-10mm than PVC pipeline cut surface.
Further, the drainage body 1 it is parallel installation with 5 exterior wall of basement outside, in drainage body 1 and outer wall of basement
Side paving waterproof roll 7, can not effective drainage after avoiding backfill sedimentation that drainage body 1 is made to settle.
Further, filter plate 6 is made in sump inlet, to stop leaf and sundries.
Further, carry out current check work, weather after the rain, to there is sagging position to correct in time, prevent ponding and
Joint, which loosens, to cause to seep water, the rubbish precipitated in cleaning sump.
Example the above is only the implementation of the present invention is not intended to limit the scope of the invention, every to utilize this hair
Equivalent structure or equivalent flow shift made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant skills
Art field, is included within the scope of the present invention.
Claims (10)
1. a kind of construction method of integrate draining system, which is characterized in that include the following steps：
Step 1: drainage body (1) processing and fabricating, cuts off the section tubular wall of PVC pipeline, make the PVC pipeline both ends (11)
Shape it is complete, rest part forms open groove；
Step 2: in a dust-collecting bucket (4) interior erect bracket (3)；
Step 3: excavating sump and gutter；
Step 4: dust-collecting bucket (4) is placed in sump；
Step 5: drainage body (1) is placed on gutter, the length of drainage body (1) is connected if not enough using connector
PVC pipeline extends；
Step 6: drainage body (1) is docked with dust-collecting bucket (4), drainage body (1) is made to be passed through in dust-collecting bucket (4)；
Step 7: carrying out back native operation, sump and the remaining gap in gutter are backfilled.
2. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：In step 1, according to setting
Drawing is counted, the shape of cutting PVC pipeline is determined, draws the point that will be cut in every PVC pipeline, then with two PVC of ink fountain
It is cut after popping up cutting line respectively pipeline both sides.
3. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：The dust-collecting bucket (4) is inverted
In sump, while the former bottom of dust-collecting bucket (4) is cut off as water collecting well cover (2), cut-out height is 80mm-120mm；?
Dust-collecting bucket (4) side wall uses electronic trepanning device aperture, and hole location is from cut surface 40mm-60mm；Institute's hole-opening is as connection
The water inlet of drainage body (1).
4. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：Holder (3) is stainless using 304
Steel makes, and when processing, carries out fracture according to dust-collecting bucket (4) internal diameter size first, and fracture error in length controls within 5mm, and
Ensure that compact dimensions are slightly less than bucket internal diameter size, then fracture is welded, the skeleton being welded finally is put into collection
In bucket (4).
5. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：It is smooth before step 3
Gutter region place, finds out flowing water slope aspect, puts gray line, nail control stake, determines that gutter well location is set and gradient absolute altitude, and carry out
Relevant art is told somebody what one's real intentions are.
6. a kind of construction method of integrate draining system as claimed in claim 5, it is characterised in that：Among step 3, use
Small digging machine excavates gutter, carries out absolute altitude control to cutting depth, meets gutter drainage grade and yellow ground bedding thickness；It catchments
Well is equally excavated using small digging machine, and cutting depth, which makes dust-collecting bucket (4) place the back lower place, can be laid at least 100mm yellow ground；Machinery is opened
Artificial partial trim is used after the completion of digging；After the completion of manual amendment, draws and lead to line progress yellow ground laying, and use frog hammer
It tamps smooth.
7. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：In step 7, soil is returned
It is filled to sump side, is suitably treaded；Return soil for gutter side, and backfill height is lower 5mm-10mm than PVC pipeline cut surface.
8. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：The drainage body (1) is flat
Row installation, in drainage body (1) and outer wall of basement side paving waterproof roll (7), avoids backfilling with outside basement (5) exterior wall
Soil sedimentation can not effective drainage after so that drainage body (1) is settled.
9. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：It is made in sump inlet
Filter plate (6), to stop leaf and sundries.
10. a kind of construction method of integrate draining system as described in claim 1, it is characterised in that：Current check work is carried out,
Weather after the rain, to there is sagging position to correct in time, preventing ponding and joint from loosening causes to seep water, precipitation in cleaning sump
Rubbish.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810723278.XA CN108797761A (en) | 2018-07-04 | 2018-07-04 | A kind of integrate draining system construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810723278.XA CN108797761A (en) | 2018-07-04 | 2018-07-04 | A kind of integrate draining system construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108797761A true CN108797761A (en) | 2018-11-13 |
Family
ID=64072990
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810723278.XA Withdrawn CN108797761A (en) | 2018-07-04 | 2018-07-04 | A kind of integrate draining system construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108797761A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206521817U (en) * | 2017-02-20 | 2017-09-26 | 江苏金土木建设集团有限公司 | One kind turnover environment-friendly type gutter well |
| CN107524213A (en) * | 2016-06-21 | 2017-12-29 | 五冶集团上海有限公司 | A kind of job site water discharge method using sump |
| CN107587557A (en) * | 2017-09-27 | 2018-01-16 | 广东景源建设工程有限公司 | Outdoor water engineering construction method |
-
2018
- 2018-07-04 CN CN201810723278.XA patent/CN108797761A/en not_active Withdrawn
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524213A (en) * | 2016-06-21 | 2017-12-29 | 五冶集团上海有限公司 | A kind of job site water discharge method using sump |
| CN206521817U (en) * | 2017-02-20 | 2017-09-26 | 江苏金土木建设集团有限公司 | One kind turnover environment-friendly type gutter well |
| CN107587557A (en) * | 2017-09-27 | 2018-01-16 | 广东景源建设工程有限公司 | Outdoor water engineering construction method |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181113 |
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| WW01 | Invention patent application withdrawn after publication |