CN107399813B - A kind of method that septic tank is set using existing building raft foundation - Google Patents

A kind of method that septic tank is set using existing building raft foundation Download PDF

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Publication number
CN107399813B
CN107399813B CN201710738857.7A CN201710738857A CN107399813B CN 107399813 B CN107399813 B CN 107399813B CN 201710738857 A CN201710738857 A CN 201710738857A CN 107399813 B CN107399813 B CN 107399813B
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China
Prior art keywords
septic tank
lattice
existing building
secondary beam
raft foundation
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CN201710738857.7A
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CN107399813A (en
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肖灏天
李文谦
冯登
张天奇
千继亮
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Henan Cultural Construction Engineering Co Ltd
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Henan Cultural Construction Engineering Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Abstract

The invention discloses a kind of method that septic tank is set using existing building raft foundation, comprise the following steps:(1)At least three-grid septic tank is built in the suitable position of existing building raft foundation;(2)Bored on basic secondary beam and open multiple osculums so that be sequentially communicated between each lattice of septic tank, do not connected between the lattice of septic tank first and septic tank last lattice;(3)The each lattice inwall of septic tank sets screed-coat, waterproof layer, separation layer;(4)Hole to be provided is set between each lattice of septic tank at the top of wall;(5)Concrete cover and inspection well cover are set;(6)Drainage pipeline and dredge pump are set.The present invention provides space by excavating existing building raft foundation for setting sewage disposal system, increase building sewage primary treatment ability using the confined space, existing building sewage treatment capacity deficiency and emission problem are can effectively solve the problem that, has substantial economics and social benefit to lifting existing building function, city repairing.

Description

A kind of method that septic tank is set using existing building raft foundation
Technical field
The present invention relates to a kind of method that septic tank is set using existing building raft foundation.
Background technology
The City complex being made up of groups of building merges the functions such as retailing, business office, hotel food and beverage, abstract the recreational consumption In one, for each functional area all the time among adjustment changes, catering trade is often preferred to City complex from build up Project proposal for investment, with the garrison of a large amount of eating and drinking establishment and the increase of the volume of the flow of passengers, building original sewage primary treatment system can not meet Need, therefore, it is necessary to increase the disposal ability of primary sewage disposal system, the most frequently used sewage primary treatment system being excrement Pond, the space of septic tank is often not provided with outside existing building room, or outdoor sports can not excavate dell and bury septic tank, only It can be arranged in the range of building, therefore the method for increase septic tank provides a kind of solution party on existing building raft foundation Case, suitable for beam and slab type(Low level plate)Raft foundation.
The content of the invention
The purpose of the present invention is exactly to solve the above problems, there is provided a kind of change set using existing building raft foundation The method of manure pit.
To achieve the above object, the present invention uses following technical scheme:One kind utilizes existing building raft foundation settingization The method of manure pit, comprises the following steps:
(1)Existing building Beam-slab raft foundation is made up of bed course, base plate, foundation girder, basic secondary beam, and basis is flat Plate is located at bed course top, and base plate is provided with foundation girder and basic secondary beam, backfill covering base plate, foundation girder and Basic secondary beam, concrete ground surface layer is provided with backfill, at least three are built in the suitable position of existing building raft foundation Grid septic tank, the adjacent space that basic secondary beam intersects to form is selected as each lattice of septic tank;
(2)Bored on basic secondary beam between the lattice of septic tank first and the lattice of septic tank second and open multiple osculums, septic tank Bored on basic secondary beam between second lattice and the lattice of septic tank the 3rd and open multiple osculums, be configured successively, drainpipe penetrates row Water hole so that be sequentially communicated between each lattice of septic tank, do not connected between the lattice of septic tank first and septic tank last lattice;
(3)Base plate, foundation girder, basic secondary beam surface in each lattice of septic tank rendering concrete mortar successively Screed-coat, laying coil waterproof layer and watertight insulation, the watertight insulation outside laying pea gravel concreten layer of base plate, base Masonry panel outside the watertight insulation of plinth secondary beam;
(4)Connected between each lattice of septic tank by the hole to be provided set at the top of wall, ensure biogas through being set in septic tank The blast pipe put drains into outdoor;
(5)The casting concrete cover plate on each lattice of septic tank, each lattice crown center of septic tank are respectively provided with inspection well cover;
(6)Septic tank water inlet of the sewage out of septic tank first lattice enters, and it is every to sequentially enter septic tank by drainpipe In one lattice, finally substantially innoxious sewage enters the interior storage of last lattice of septic tank, the interior row of being provided with of last lattice of septic tank Waterpipe, drainage pipeline connection dredge pump, when liquid level exceedes blowdown pump startup after opening pump water level of last lattice of septic tank, processing Sewage afterwards is discharged into city planting ductwork through drainage pipeline, and dredge pump is stopped after liquid level is less than termination of pumping water level.
The septic tank is four lattice, on the basic secondary beam between the lattice of septic tank first and the lattice of septic tank second, septic tank On basic secondary beam between second lattice and the lattice of septic tank the 3rd and basis between the lattice of septic tank the 3rd and the lattice of septic tank the 4th Bored on secondary beam and open multiple osculums, osculum is penetrated with drainpipe so that between the lattice of septic tank first and the lattice of septic tank second, Interconnected between the lattice of septic tank second and the lattice of septic tank the 3rd, between the lattice of septic tank the 3rd and the lattice of septic tank the 4th.
Base plate, foundation girder and basic secondary beam surface in each lattice of septic tank polish flat, rejected region Respective handling measure is taken in advance, using closed material mending concrete surface crack, inner corner trim is painted into fillet with cement mortar, External corner is polished into fillet.
The drainpipe is PVC plastic pipe, and encapsulant, PVC plastic are provided with the gap between PVC plastic pipe and osculum Expects pipe both ends are provided with sealing ring.
The inwall of each lattice of septic tank is equipped with anticorrosive tile layer.
The exhaust pipe end installation fire resisting damper.
Connected one by one by osculum between each lattice of septic tank of the present invention, after sewage enters the lattice of septic tank first, warp Preliminary sedimentation, fermentation are crossed, decomposes and is divided into three layers of upper, middle and lower naturally, the upper strata of floating and the lower floor of precipitation stay and continue to send out Ferment, decomposition, the intermediate layer tentatively clarified further are handled into next lattice, are thusly-formed multi-stage sewage processing system so that dirty Water process is more thorough;Directly contact raft foundation beam, sewage upper space leads to during PVC plastic pipe prevents drainage flow Top preformed hole connection is crossed, pernicious gas is discharged into outdoor, ensures the safe operation of septic tank;The each lattice inwall of septic tank is set The composition multiple protective such as screed-coat, waterproof layer, separation layer and anticorrosive coat, prevent erosion of the effluent seepage to raft foundation; The each lattice top surface of septic tank is provided with cover plate of manhole, facilitates maintenance of equipment and periodic cleaning septic tank.The present invention is by excavating both There is building raft foundation to set sewage disposal system to provide space, increase building sewage primary treatment energy using the confined space Power, existing building sewage treatment capacity deficiency and emission problem are can effectively solve the problem that, lifting existing building function, city are repaired There are substantial economics and social benefit.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the structural representation of existing building raft foundation.
Fig. 3 is Fig. 1 A-A sectional views.
Fig. 4 is Fig. 1 B-B sectional views.
Fig. 5 is Fig. 1 C-C sectional views.
Fig. 6 is mplifying structure schematic diagram at Fig. 4 D.
Embodiment
The method that septic tank is set using existing building raft foundation as shown in Fig. 1~Fig. 6, is comprised the following steps:
(1)Existing building Beam-slab raft foundation is made up of bed course 5, base plate 6, foundation girder 7, basic secondary beam 8, base Plinth flat board 6 is located at the top of bed course 5, and base plate 6 is provided with foundation girder 7 and basic secondary beam 8, and backfill 9 covers base plate 6th, foundation girder 7 and basic secondary beam 8, are provided with concrete ground surface layer 10 in backfill 9, suitable in existing building raft foundation Position build at least three-grid septic tank, select the adjacent space that basic secondary beam 8 intersects to form to be cut as each lattice of septic tank Ground floor in the range of each lattice, the backfill 10 in the range of the adjacent space that excavation foundation secondary beam 8 intersects to form;
(2)Bored on basic secondary beam 8 between the lattice of septic tank first and the lattice of septic tank second and open multiple osculums 13, change excrement Bored on basic secondary beam 8 between the lattice of pond second and the lattice of septic tank the 3rd and open multiple osculums 13, be configured successively, use drainpipe 14 penetrate osculum 13 so that are sequentially communicated between each lattice of septic tank, between the lattice of septic tank first and septic tank last lattice Do not connect;Drainpipe 14 is PVC plastic pipe, and PVC plastic pipe directly contacts raft foundation beam during preventing drainage flow, Encapsulant is provided with gap between PVC plastic pipe and osculum 13, PVC plastic pipe both ends are provided with sealing ring 21;
(3)Base plate 6, foundation girder 7, the surface of basic secondary beam 8 in each lattice of septic tank rendering concrete successively Mortar levelling layer 15, laying coil waterproof layer 16 and watertight insulation 17, cement mortar screeding layer 15 is set to be easy to lay waterproof Layer, sets watertight insulation 17 to prevent effluent seepage corrosion building raft foundation, and the outside of watertight insulation 17 of base plate 6 is spread If pea gravel concreten layer 18, for protecting waterproof layer without damage, the outside masonry panel of watertight insulation 17 of basic secondary beam 8 19, the inwall of each lattice of septic tank is equipped with anticorrosive tile layer 20, avoids corrosion in water waterproof layer from causing seepage;
(4)The hole to be provided 22 set between each lattice of septic tank by the top of wall 19 connects, and ensures biogas through septic tank The blast pipe 28 of interior setting drains into outdoor, assembles indoors to prevent biogas, ensures the safe operation of septic tank;The end of blast pipe 28 Fire resisting damper 29 is installed, has isolated the disaster hidden-trouble that outdoor naked light is brought;
(5)The casting concrete cover plate 23 on each lattice of septic tank, septic tank are respectively provided with inspection well cover per lattice crown center 24, facilitate maintenance of equipment and periodic cleaning septic tank;
(6)Sewage is sorted into septic tank, toilet sewage, rainwater, keep a public place clean waste water and other be free of grease and nuisance The waste water of matter is directly discharged into septic tank water inlet 25, kitchen etc. to be needed first to be discharged into septic tank after oil interceptor is handled containing greasy sewage Water inlet 25, hot waste water discharge should carry out cooling processing in advance, and medical treatment waits the waste water containing harmful substance to pass through at specialty Discharged after reason, acidic and alkaline waste water discharges after needing neutralisation treatment, and the waste water of keeping a public place clean more than sediment charge discharges after preferably precipitating in advance;Sewage from Septic tank water inlet 25 in the first lattice of septic tank 1 enters, retained in the first lattice of septic tank 1 excrement slag, initial fermentation, sterilization and Worm's ovum is precipitated, is divided into three layers of upper, middle and lower naturally by preliminary sedimentation, fermentation, decomposition, the upper strata of floating and the lower floor of precipitation are stayed Get off and continue to ferment, decompose, the intermediate layer tentatively clarified is continued fermentation into the second lattice of septic tank 2 and decomposed, and enters back into septic tank 3rd lattice 3 storage precipitation, is sequentially entered in each lattice of septic tank, finally substantially innoxious sewage enters by drainpipe 14 Stored in last lattice of septic tank, be thusly-formed multi-stage sewage processing system so that sewage disposal is more thorough.Septic tank is last Is provided with drainage pipeline 27 in one lattice, drainage pipeline 27 connects dredge pump 26, when liquid level opens pump water more than septic tank last lattice Dredge pump 26 starts behind position 30, and the sewage after processing is discharged into city planting ductwork through drainage pipeline 27, when liquid level is less than termination of pumping water level 31 Dredge pump 26 is stopped afterwards.
Septic tank is four lattice, on the basic secondary beam 8 between the first lattice of septic tank 1 and the second lattice of septic tank 2, septic tank On basic secondary beam 8 between two lattice 2 and the lattice 3 of septic tank the 3rd and the base between the lattice 3 of septic tank the 3rd and the lattice 4 of septic tank the 4th Bored on plinth secondary beam 8 and open multiple osculums 13, penetrate osculum 13 with drainpipe 14 so that the first lattice of septic tank 1 and septic tank Between second lattice 2, between the second lattice of septic tank 2 and the lattice 3 of septic tank the 3rd, between the lattice 3 of septic tank the 3rd and the lattice 4 of septic tank the 4th Interconnect.
Base plate 6, foundation girder 7 and the surface of basic secondary beam 8 in each lattice of septic tank polish flat, and rejected region is pre- Respective handling measure is first taken, using closed material mending concrete surface crack, inner corner trim 11 is painted into fillet with cement mortar, External corner 12 is polished into fillet so that coil waterproof layer 16 is gently excessive in negative and positive angular position, prevents bending is impaired from causing seepage.
To ensure to use safely, reconstruction of existing building engineering must is fulfilled for the requirement of existing state compulsory standard, transforms Work progress should have reliable safety measure, and existing building raft foundation must not have an impact the crack of structure safety and seriously lack Fall into, parking motor vehicles are forbidden on the ground in the range of sewage disposal system, and set that No Open Flames danger warning sign, sewage Processing system should periodic maintenance, periodic cleaning, prune job have to comply with industrial security regulation.

Claims (6)

  1. A kind of 1. method that septic tank is set using existing building raft foundation, it is characterised in that:Comprise the following steps:
    (1)Existing building Beam-slab raft foundation is made up of bed course, base plate, foundation girder, basic secondary beam, base plate position In bed course top, base plate is provided with foundation girder and basic secondary beam, backfill covering base plate, foundation girder and basis Secondary beam, concrete ground surface layer is provided with backfill, builds at least three in the suitable position of existing building raft foundation and format Manure pit, the adjacent space that basic secondary beam intersects to form is selected as each lattice of septic tank;
    (2)Bored on basic secondary beam between the lattice of septic tank first and the lattice of septic tank second and open multiple osculums, septic tank second Being bored on basic secondary beam between lattice and the lattice of septic tank the 3rd and open multiple osculums, be configured successively, drainpipe penetrates osculum, So that be sequentially communicated between each lattice of septic tank, do not connected between the lattice of septic tank first and septic tank last lattice;
    (3)Base plate, foundation girder, basic secondary beam surface in each lattice of septic tank rendering concrete mortar levelling successively Layer, laying coil waterproof layer and watertight insulation, the watertight insulation outside laying pea gravel concreten layer of base plate, basis time Masonry panel outside the watertight insulation of beam;
    (4)Connected by the hole to be provided set at the top of wall between each lattice of septic tank, ensure biogas through being set in septic tank Blast pipe drains into outdoor;
    (5)The casting concrete cover plate on each lattice of septic tank, each lattice crown center of septic tank are respectively provided with inspection well cover;
    (6)Septic tank water inlet of the sewage out of septic tank first lattice enters, and each lattice of septic tank are sequentially entered by drainpipe Interior, finally substantially innoxious sewage enters the interior storage of last lattice of septic tank, and drainpipe is provided with last lattice of septic tank Road, drainage pipeline connection dredge pump, when liquid level exceedes blowdown pump startup after opening pump water level of septic tank last lattice, after processing Sewage is discharged into city planting ductwork through drainage pipeline, and dredge pump is stopped after liquid level is less than termination of pumping water level.
  2. 2. the method according to claim 1 that septic tank is set using existing building raft foundation, it is characterised in that:It is described Septic tank is four lattice, on the basic secondary beam between the lattice of septic tank first and the lattice of septic tank second, the lattice of septic tank second and changes excrement Bore on basic secondary beam between the lattice of pond the 3rd and and open on basic secondary beam between the lattice of septic tank the 3rd and the lattice of septic tank the 4th Multiple osculums, osculum is penetrated with drainpipe so that between the lattice of septic tank first and the lattice of septic tank second, the lattice of septic tank second Interconnected between the lattice of septic tank the 3rd, between the lattice of septic tank the 3rd and the lattice of septic tank the 4th.
  3. 3. the method according to claim 1 that septic tank is set using existing building raft foundation, it is characterised in that:It is described Base plate, foundation girder and basic secondary beam surface in each lattice of septic tank polish flat, and rejected region is taken accordingly in advance Treatment measures, using closed material mending concrete surface crack, inner corner trim is painted into fillet, external corner with cement mortar and is polished into circle Angle.
  4. 4. the method according to claim 1 that septic tank is set using existing building raft foundation, it is characterised in that:It is described Drainpipe is PVC plastic pipe, and encapsulant, the installation of PVC plastic pipe both ends are provided with the gap between PVC plastic pipe and osculum There is sealing ring.
  5. 5. the method according to claim 1 that septic tank is set using existing building raft foundation, it is characterised in that:It is described The inwall of each lattice of septic tank is equipped with anticorrosive tile layer.
  6. 6. the method according to claim 1 that septic tank is set using existing building raft foundation, it is characterised in that:It is described It is vented pipe end installation fire resisting damper.
CN201710738857.7A 2017-08-25 2017-08-25 A kind of method that septic tank is set using existing building raft foundation Active CN107399813B (en)

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1963117A (en) * 2006-11-16 2007-05-16 张琪 Method for manufacturing prefabricated reinforced concrete combined septic tank
CN101224941A (en) * 2007-01-15 2008-07-23 杜文杰 Prefabricated combined type anaerobic tank
CN201254729Y (en) * 2008-05-23 2009-06-10 贵阳铝镁设计研究院 Sewage tank foundation structure
WO2009147300A1 (en) * 2008-06-04 2009-12-10 Teijo-Talot Oy Movable concrete foundation, movable building, and method for manufacturing concrete foundation for movable building
CN202248081U (en) * 2011-05-21 2012-05-30 魏宝军 Combined underground reservoir integrally formed by pouring
CN103321244A (en) * 2013-03-27 2013-09-25 江苏苏南建筑技术发展有限公司 Construction method for additionally arranged basement in existing building on sand foundation
CN103864276A (en) * 2014-04-10 2014-06-18 崔美英 Large three-lattice integrated geographical septic tank
CN104276713A (en) * 2013-07-01 2015-01-14 沈娥依 Domestic sewage treatment tank
CN204570718U (en) * 2015-04-10 2015-08-19 天津市赛英工程建设咨询管理有限公司 A kind of raft foundation with fluid pipeline path
CN205036142U (en) * 2015-09-25 2016-02-17 光丰(肇庆)钢业有限公司 Large -scale underground tank

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6353705B2 (en) * 2014-05-28 2018-07-04 株式会社サイコン工業 Formwork unit for various equipment foundations and manufacturing method for various equipment foundations

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1963117A (en) * 2006-11-16 2007-05-16 张琪 Method for manufacturing prefabricated reinforced concrete combined septic tank
CN101224941A (en) * 2007-01-15 2008-07-23 杜文杰 Prefabricated combined type anaerobic tank
CN201254729Y (en) * 2008-05-23 2009-06-10 贵阳铝镁设计研究院 Sewage tank foundation structure
WO2009147300A1 (en) * 2008-06-04 2009-12-10 Teijo-Talot Oy Movable concrete foundation, movable building, and method for manufacturing concrete foundation for movable building
CN202248081U (en) * 2011-05-21 2012-05-30 魏宝军 Combined underground reservoir integrally formed by pouring
CN103321244A (en) * 2013-03-27 2013-09-25 江苏苏南建筑技术发展有限公司 Construction method for additionally arranged basement in existing building on sand foundation
CN104276713A (en) * 2013-07-01 2015-01-14 沈娥依 Domestic sewage treatment tank
CN103864276A (en) * 2014-04-10 2014-06-18 崔美英 Large three-lattice integrated geographical septic tank
CN204570718U (en) * 2015-04-10 2015-08-19 天津市赛英工程建设咨询管理有限公司 A kind of raft foundation with fluid pipeline path
CN205036142U (en) * 2015-09-25 2016-02-17 光丰(肇庆)钢业有限公司 Large -scale underground tank

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