CN110284714A - Five wildcard part of co-layer draining and captation combined type construction method - Google Patents
Five wildcard part of co-layer draining and captation combined type construction method Download PDFInfo
- Publication number
- CN110284714A CN110284714A CN201910619050.0A CN201910619050A CN110284714A CN 110284714 A CN110284714 A CN 110284714A CN 201910619050 A CN201910619050 A CN 201910619050A CN 110284714 A CN110284714 A CN 110284714A
- Authority
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- China
- Prior art keywords
- captation
- buried
- wildcard
- base mould
- pedestal
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009434 installation Methods 0.000 claims abstract description 22
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 20
- 238000005259 measurement Methods 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000012550 audit Methods 0.000 claims abstract description 7
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 238000011017 operating method Methods 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 29
- 230000035699 permeability Effects 0.000 claims description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000005457 optimization Methods 0.000 claims description 3
- 238000004513 sizing Methods 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
The present invention provides a kind of five wildcard part of co-layer draining and captation combined type construction method, operating procedure is as follows: (1) establishing Optimized model, (2) audit model, progress site operation, (3) pre-buried base mould production and positioning measurement, (4) verticality precise measurement, (5) captation pedestal install pre-buried, (6) captation bias and five wildcard parts are installed, (7) are cleared up, check, examination.Captation of the invention can be directly pre-buried into prototype structure, easy for installation；It is modeled using BIM coordination technique, guarantees verticality zero deflection using infrared equipment, securely and reliably, hidden danger is few；The wooden box and all kinds of casings for reducing hole to be provided and making, effectively save manpower, material resources and financial resources, comprehensive cost low.
Description
Technical field
The present invention relates to pumping equipment technical fields more particularly to a kind of five wildcard part of co-layer draining to combine with captation
Formula construction method.
Background technique
While assembled architecture is being carried out energetically by country, toilet Homofloor drainage system also gradually steps into people's
The sustainable development of greenery construction is realized at visual angle.Finished product bathroom, finished product kitchen, finished product laundry etc., are all prefabricated in the factory, then
It is assembled at the scene, so that traditional different layer draining has also gradually been evolved into co-layer draining, but due to the limitation of co-layer draining,
It is difficult to ensure that its quality, it is a series of all at the new problem of electromechanical installation industry to be easy blocking, leak, maintenance etc..
Summary of the invention
It is an object of the invention to: in view of the problems of the existing technology, propose a kind of easy to operate, environmental protection and energy saving, peace
Complete reliable, comprehensive cost low five wildcard part of co-layer draining and captation combined type construction method.
Five wildcard part of co-layer draining and captation combined type construction method of the invention, operating procedure are as follows:
(1) it establishes Optimized model: being modeled according to construction design drawing using BIM coordination technique；
(2) it audits model, carry out site operation: model is audited, carry out site operation location and installation if if auditing,
Return step (1) re-starts model optimization if audit is unqualified；
(3) pre- buried end pre-buried base mould production and positioning measurement: is made according to the model of foundation, five wildcard parts and captation
Seat mold carries out live positioning according to the model of foundation, carries out captation pedestal and permeability cell in platform template at the scene
The sizing of pre-buried base mould, and drill on the anchor point of platform template；
(4) it verticality precise measurement: is verified according to the measurement that site dimension carries out captation installation site verticality, uses steel
Tape measure and infrared equipment, steel tape verify institute's cloth size, and infrared equipment verifies the verticality of floor or more, to guarantee to install
Verticality zero deflection above and below when vertical pipe；
(5) installation of captation pedestal is pre-buried: measured using surveying on the pre-buried base mould made and live platform template
Size carries out component and fitting positioning, and the Matheson and Dresser joint of ready permeability cell is determined with captation pedestal according to pre-buried base mould
Position installation, is embedded in the Matheson and Dresser joint of pre-buried permeability cell and captation pedestal in pre-buried base mould, with iron nail pre-
The Matheson and Dresser joint and captation pedestal of the permeability cell buried are fixed in platform template, and pre-buried base mould is removed after fixing；
The check and examination for carrying out pre-buried component and fitting carry out platform again after and pour and building wall；
(6) captation is eccentric and five wildcard parts are installed: the setting-up eccentricity on captation pedestal, then installs five wildcard parts, most
After drainpipe is installed；
(7) it clears up, check, check and accept: after the completion of each construction node of co-layer draining, carrying out the cleaning on captation periphery；?
Bottom is first laid with microlith in toilet drop plate, then carries out surface layer lid with geotextiles and set, and top layer pours；The positioning of each drain gully
Check, and notice that finished product pipeline is protected.
Further, in the step (5), when there is deviation in pre-buried base mould position, pre-buried pedestal can be moved left and right
Mold repositioning.
Further, in the step (6), when installing five wildcard parts, it has to be noted that its installation direction.
Beneficial effects of the present invention:
1) installation is convenient, environmental protection and energy saving: traditional construction process requirement first carries out the hole to be provided setting of co-layer draining, and this Shen
Captation please can be directly pre-buried into prototype structure, easy for installation, and worker is enable more preferably to understand its operational procedure faster.
The generation that mechanical work and building waste can be reduced simultaneously, reduces the noise of mechanical execution.Also the not no wooden mistake of reserved cartridge
Journey reduces the pollution to air, reduces dust, greatly reduces the utilization rate of live water power.
2) securely and reliably, hidden danger is few: according to water supply-drainage discipline and the actual conditions of construction design drawing, being cooperateed with using BIM
Technology carries out realistic modeling, keeps the captation reserved location of toilet co-layer draining correct, recycles infrared
Line instrument carries out floor verticality positioning up and down, guarantees it in a verticality.The many constructions for reducing former reserving hole are suitable
Sequence makes it greatly reduce security risk.
3) comprehensive cost low: the captation of the co-layer draining of the application is disposably pre-buried, reduces hole to be provided and makes
Wooden box and all kinds of casings, substantially reduce the hole to be provided consumptive material of co-layer draining, and do not have to disassembly, save a large amount of people
Work, the operating expenses than traditional hole to be provided save 35% or so.
Detailed description of the invention
Fig. 1 is the process flow chart of construction method of the present invention.
Specific embodiment
Below with reference to examples and drawings, the invention will be further described.
Embodiment 1
As shown in Figure 1, five wildcard part of co-layer draining of the invention and captation combined type construction method, operating procedure are as follows:
(1) it establishes Optimized model: being modeled according to construction design drawing using BIM coordination technique；
(2) it audits model, carry out site operation: model is audited, carry out site operation location and installation if if auditing,
Return step (1) re-starts model optimization if audit is unqualified；
(3) pre- buried end pre-buried base mould production and positioning measurement: is made according to the model of foundation, five wildcard parts and captation
Seat mold carries out live positioning according to the model of foundation, carries out captation pedestal and permeability cell in platform template at the scene
The sizing of pre-buried base mould, and drill on the anchor point of platform template；
(4) it verticality precise measurement: is verified according to the measurement that site dimension carries out captation installation site verticality, uses steel
Tape measure and infrared equipment, steel tape verify institute's cloth size, and infrared equipment verifies the verticality of floor or more, to guarantee to install
Verticality zero deflection above and below when vertical pipe；
(5) installation of captation pedestal is pre-buried: measured using surveying on the pre-buried base mould made and live platform template
Size carries out component and fitting positioning, and the Matheson and Dresser joint of ready permeability cell is determined with captation pedestal according to pre-buried base mould
Position installation, is embedded in the Matheson and Dresser joint of pre-buried permeability cell and captation pedestal in pre-buried base mould, as left and right has partially
Difference moves left and right pre-buried base mould positioning；The Matheson and Dresser joint of pre-buried permeability cell is fixed with captation pedestal with iron nail
In platform template, pre-buried base mould is removed after fixing；Above step is completed, the check of pre-buried component and fitting is carried out and tests
It receives, carries out toilet inner platform again after and pour and building wall；
(6) captation is eccentric and five wildcard parts are installed: carrying out in pre-buried good building structure inclined on captation pedestal
The installation of heart accessory carries out the eccentric location and installation in captation according to construction design drawing and established model；It installs again
Five wildcard parts, when installation, must be noted that its installation direction, and because of the difference of house type, toilet seat position is also corresponding different, therefore five wildcards
Supervisor on part has to be directed at its toilet seat position, reduces turn to the greatest extent, so as to cause clogging, live captation with
After five wildcard parts are installed, the drainpipe that traditional handicraft is carried out in toilet drop plate is prepared；
(7) it clears up, check, check and accept: after each construction node of co-layer draining is all completed, carrying out the clear of captation periphery
Reason is cleared up the leakage hole of the second permeation in toilet drop plate on captation, is guaranteed from now in toilet floor tile
It all flows into it when infiltration to drop in plate, to be collected to discharge in captation.Bottom first uses microlith to be laid in toilet drop plate,
It carries out surface layer lid with geotextiles again to set, top layer pours, therefore lowest level is convenient for the discharge of infiltration water；The positioning of each drain gully is multiple
It looks into, and notices that finished product pipeline is protected.
The present invention using BIM coordination technique carry out to residence toilet drop plate on co-layer draining five wildcard parts, catchment dress
Set, pipeline etc. carries out pre-arranged, meet design and code requirement.Co-layer draining utilizes five wildcard parts, arranges to mitigate same layer
The drainage requirement of water supervisor, also reduces the stopping state of co-layer draining supervisor in a certain sense, alleviates maintenance rate, guarantees
Service life of co-layer draining.The two is combined application, not only ensure that the service life of its building structure, reduces same layer
The maintenance rate of draining, and the stopping state of co-layer draining is eliminated significantly.Floor tile below two can be carried out using captation
Secondary draining reduces and also obtains since toilet floor tile seeps water to leakage problems caused by drop plate layer and its architecture quality
It is correspondingly improved.Captation is pre-buried to be utilized infrared confirming orientation technology, also makes it on template in pre-buried position fixing process
Disposably in place, to ensure that the verticality of building internal drainage standpipe from top to bottom.
Claims (3)
1. five wildcard part of co-layer draining and captation combined type construction method, it is characterised in that operating procedure is as follows:
(1) it establishes Optimized model: being modeled according to construction design drawing using BIM coordination technique；
(2) it audits model, carry out site operation: model is audited, carry out site operation location and installation if if auditing,
Return step (1) re-starts model optimization if audit is unqualified；
(3) pre- buried end pre-buried base mould production and positioning measurement: is made according to the model of foundation, five wildcard parts and captation
Seat mold carries out live positioning according to the model of foundation, carries out captation pedestal and permeability cell in platform template at the scene
The sizing of pre-buried base mould, and drill on the anchor point of platform template；
(4) it verticality precise measurement: is verified according to the measurement that site dimension carries out captation installation site verticality, uses steel
Tape measure and infrared equipment, steel tape verify institute's cloth size, and infrared equipment verifies the verticality of floor or more, to guarantee to install
Verticality zero deflection above and below when vertical pipe；
(5) installation of captation pedestal is pre-buried: measured using surveying on the pre-buried base mould made and live platform template
Size carries out component and fitting positioning, and the Matheson and Dresser joint of ready permeability cell is determined with captation pedestal according to pre-buried base mould
Position installation, is embedded in the Matheson and Dresser joint of pre-buried permeability cell and captation pedestal in pre-buried base mould, with iron nail pre-
The Matheson and Dresser joint and captation pedestal of the permeability cell buried are fixed in platform template, and pre-buried base mould is removed after fixing；
The check and examination for carrying out pre-buried component and fitting carry out platform again after and pour and building wall；
(6) captation is eccentric and five wildcard parts are installed: the setting-up eccentricity on captation pedestal, then installs five wildcard parts, most
After drainpipe is installed；
(7) it clears up, check, check and accept: after the completion of each construction node of co-layer draining, carrying out the cleaning on captation periphery；?
Bottom is first laid with microlith in toilet drop plate, then carries out surface layer lid with geotextiles and set, and top layer pours；The positioning of each drain gully
Check, and notice that finished product pipeline is protected.
2. five wildcard part of co-layer draining according to claim 1 and captation combined type construction method, it is characterised in that:
In the step (5), when there is deviation in pre-buried base mould position, pre-buried base mould repositioning can be moved left and right.
3. five wildcard part of co-layer draining according to claim 1 and captation combined type construction method, it is characterised in that:
In the step (6), when installing five wildcard parts, it has to be noted that its installation direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910619050.0A CN110284714A (en) | 2019-07-10 | 2019-07-10 | Five wildcard part of co-layer draining and captation combined type construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910619050.0A CN110284714A (en) | 2019-07-10 | 2019-07-10 | Five wildcard part of co-layer draining and captation combined type construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110284714A true CN110284714A (en) | 2019-09-27 |
Family
ID=68022089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910619050.0A Pending CN110284714A (en) | 2019-07-10 | 2019-07-10 | Five wildcard part of co-layer draining and captation combined type construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110284714A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319902A (en) * | 2022-01-19 | 2022-04-12 | 中建八局第二建设有限公司 | Combined casing pipe for pipeline dense area and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846978A (en) * | 2015-05-26 | 2015-08-19 | 江苏南通二建集团有限公司 | Cast-in-situ house drainage system quasi-industrialized construction method |
| CN204645168U (en) * | 2015-03-22 | 2015-09-16 | 肖振寰 | Board-like Homofloor drainage system falls in a kind of environmental protection and energy saving |
| CN105113589A (en) * | 2015-07-15 | 2015-12-02 | 中国十七冶集团有限公司 | BIM technology-based same floor water draining construction method |
| CN205077562U (en) * | 2015-10-20 | 2016-03-09 | 马鞍山顾地塑胶有限公司 | With layer drainage swirling flow five -way pipe fitting |
| CN106812184A (en) * | 2016-12-31 | 2017-06-09 | 濮阳市明锐建筑节能技术有限公司 | A kind of modular same-layer drainage arrangement for building and its installation method |
| CN107237395A (en) * | 2016-12-31 | 2017-10-10 | 濮阳市明锐建筑节能技术有限公司 | It is a kind of high-rise with modular same-layer drainage arrangement and its installation method |
-
2019
- 2019-07-10 CN CN201910619050.0A patent/CN110284714A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204645168U (en) * | 2015-03-22 | 2015-09-16 | 肖振寰 | Board-like Homofloor drainage system falls in a kind of environmental protection and energy saving |
| CN104846978A (en) * | 2015-05-26 | 2015-08-19 | 江苏南通二建集团有限公司 | Cast-in-situ house drainage system quasi-industrialized construction method |
| CN105113589A (en) * | 2015-07-15 | 2015-12-02 | 中国十七冶集团有限公司 | BIM technology-based same floor water draining construction method |
| CN205077562U (en) * | 2015-10-20 | 2016-03-09 | 马鞍山顾地塑胶有限公司 | With layer drainage swirling flow five -way pipe fitting |
| CN106812184A (en) * | 2016-12-31 | 2017-06-09 | 濮阳市明锐建筑节能技术有限公司 | A kind of modular same-layer drainage arrangement for building and its installation method |
| CN107237395A (en) * | 2016-12-31 | 2017-10-10 | 濮阳市明锐建筑节能技术有限公司 | It is a kind of high-rise with modular same-layer drainage arrangement and its installation method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319902A (en) * | 2022-01-19 | 2022-04-12 | 中建八局第二建设有限公司 | Combined casing pipe for pipeline dense area and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190927 |
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| RJ01 | Rejection of invention patent application after publication |