CN109339120A - Basement group manages method for waterproofing through walls - Google Patents

Basement group manages method for waterproofing through walls Download PDF

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Publication number
CN109339120A
CN109339120A CN201811449986.5A CN201811449986A CN109339120A CN 109339120 A CN109339120 A CN 109339120A CN 201811449986 A CN201811449986 A CN 201811449986A CN 109339120 A CN109339120 A CN 109339120A
Authority
CN
China
Prior art keywords
steel plate
basement
sealing water
casing
lifting
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
Application number
CN201811449986.5A
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Chinese (zh)
Inventor
吴敏
李淼
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC20 Group Corp Ltd
Original Assignee
China MCC20 Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC20 Group Corp Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201811449986.5A priority Critical patent/CN109339120A/en
Publication of CN109339120A publication Critical patent/CN109339120A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/087Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
    • B28B1/0873Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould the mould being placed on vibrating or jolting supports, e.g. moulding tables
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B11/00Apparatus or processes for treating or working the shaped or preshaped articles
    • B28B11/24Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
    • B28B11/245Curing concrete articles

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The present invention relates to a kind of basement groups to manage method for waterproofing through walls, including step 1: steel plate for sealing water welding;Two: prefabricated panel production;Three: maintenance;Four: outer wall of basement construction;Five: lifting;Six: additional waterproofing layer construction;Additional waterproof course is added after lifting at the seam gap of pre-erection and cast-in-place part, the external wall waterproof layer in big face of constructing again after additional waterproofing layer construction.The present invention can both guarantee the compactness of concrete between pipe, can also prevent the deviation that sleeve position is likely to cause because of concrete construction.To reach the leakage problems for preventing or reducing group's pipe portion position.

Description

Basement group manages method for waterproofing through walls
Technical field
The present invention relates to a kind of field of civil engineering, specifically basement group manages method for waterproofing through walls.
Background technique
The overwhelming majority has the basement as mechanical floor or garage in modern construction engineering.Due to the function of basement It can be more, it is often necessary to reserved wall bushing, and the quantity of pipe is more.First casing is reserved in joist according to a conventional method to pour again Concrete, because of the spacing very little of group's pipe, the concrete between casing is extremely not easy vibration compacting, can generate more gap, very It is easy to produce leakage phenomenon.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, provides a kind of basement group pipe method for waterproofing through walls, solve Group's pipe wears the problem of the antiseep of outer wall of basement.
In order to solve the above-mentioned technical problem, the present invention is implemented as follows:
A kind of basement group pipe method for waterproofing through walls, it is characterised in that it includes the following steps:
Step 1: steel plate for sealing water welding;
(1) the size blanking of 100mm is widened on the every side of the additional surrounding of size of steel plate for sealing water area according to occupied by casing;
(2) by the sequence of design requirement casing and caliber aperture on steel plate for sealing water;
(3) casing and steel plate for sealing water are welded, when welding will guarantee the full of weld seam, there must not be a stomata, and when welding pays attention to reducing Welding stress prevents steel plate for sealing water from deforming;
Step 2: prefabricated panel production;
(1) it after casing and steel plate for sealing water weld, is propped up by the quasi- length and width for doing wallboard, thick formwork because that need to be vibrated with vibration board Monolith steel plate can be used in mould, and surrounding is made into tongue and groove shape to increase the reliability of waterproof;
(2) intensity of concrete etc. and exterior wall design peer, the selection of concrete coarse aggregate is according to minimum spacing between casing It determines;
(3) vibrate when concreting and vibrated using plate vibrator, such as a vibration board it is too small can be used it is multiple simultaneously It uses;
(4) prefabricated panel reinforcing bar is stayed by design requirement sets;
Step 3: maintenance;
Using covering wet curing after concreting, 75% side for reaching design strength to concrete strength can shift lifting;
Step 4: outer wall of basement construction;
Installation hole is reserved according to the size of pre-erection in basement construction, hole is made into tongue and groove shape;
Step 5: lifting;
It can be lifted after outer wall of basement demoulding, after lifting in place, pre-erection and cast-in-place position use pre-buried fashioned iron It is welded to connect, guarantees stability, to facilitate prefabricated position that cannot do too much in order to lift, and is not more than substantially with the area of plane 1.5m2It is advisable;
Step 6: additional waterproofing layer construction;Additional waterproof course is added at the seam gap of pre-erection and cast-in-place part after lifting, It constructs again after additional waterproofing layer construction the external wall waterproof layer in big face.
The beneficial effects of the present invention are: being applicable in wide: all there are the feelings that group's pipe wears outer wall of basement in modern construction engineering substantially Condition;Good in economic efficiency: although construction cost can be more slightly higher than Normal practice, increased cost is for entire engineering Very small part.And subsequent maintenance expense can be largely reduced, there is good benefit to the increased quality of entire engineering, to enterprise Prestige be also one promotion;Strong operability: the goods and materials such as all machinery, equipment, material, personnel required for this method, Be construction site it is existing or be easy to rent with and purchase.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is floor map of the present invention.
Fig. 2 is schematic diagram in A-A direction in Fig. 1.
Fig. 3 is that outer wall of basement punches schematic diagram.
Specific embodiment
As shown in Figs. 1-3: a kind of basement group pipe method for waterproofing through walls, it includes the following steps:
Material, equipment: the specification of casing, steel plate for sealing water are by design and related job specfication requirement.Equipment need to use welding machine, cutting Machine, plate vibrator.
Step 1: steel plate for sealing water welding;
(1) the size blanking of 100mm is widened on the every side of the additional surrounding of size of steel plate for sealing water area according to occupied by casing;
(2) by the sequence of design requirement casing and caliber aperture on steel plate for sealing water;
(3) casing 3 and steel plate for sealing water are welded, when welding will guarantee the full of weld seam, there must not be a stomata, and when welding pays attention to reducing Welding stress prevents steel plate for sealing water from deforming;
Step 2: prefabricated panel production;
(1) it after casing and steel plate for sealing water weld, is propped up by the quasi- length and width for doing wallboard, thick formwork because that need to be vibrated with vibration board Monolith steel plate can be used in mould, and surrounding is made into tongue and groove shape to increase the reliability of waterproof;
(2) intensity of concrete etc. and exterior wall design peer, the selection of concrete coarse aggregate is according to minimum spacing between casing It determines;
(3) vibrate when concreting and vibrated using plate vibrator, such as a vibration board it is too small can be used it is multiple simultaneously It uses;
(4) prefabricated panel reinforcing bar is stayed by design requirement sets;The pre-buried welding angle steel 4 of 2 edge of prefabricated panel.
Step 3: maintenance;
Using covering wet curing after concreting, 75% side for reaching design strength to concrete strength can shift lifting;
Step 4: outer wall of basement 1 is constructed;
Installation hole is reserved according to the size of pre-erection in basement construction, hole is made into tongue and groove shape;
Step 5: lifting;
It can be lifted after outer wall of basement demoulding, after lifting in place, pre-erection and cast-in-place position use pre-buried fashioned iron It is welded to connect, guarantees stability, to facilitate prefabricated position that cannot do too much in order to lift, and is not more than substantially with the area of plane 1.5m2It is advisable;
Step 6: additional waterproofing layer construction;
Additional waterproof course is added after lifting at the seam gap of pre-erection and cast-in-place part, is constructed again after additional waterproofing layer construction The external wall waterproof layer in big face.

Claims (1)

1. a kind of basement group manages method for waterproofing through walls, it is characterised in that it includes the following steps:
Step 1: steel plate for sealing water welding;
(1) the size blanking of 100mm is widened on the every side of the additional surrounding of size of steel plate for sealing water area according to occupied by casing;
(2) by the sequence of design requirement casing and caliber aperture on steel plate for sealing water;
(3) casing and steel plate for sealing water are welded, when welding will guarantee the full of weld seam, there must not be a stomata, and when welding pays attention to reducing Welding stress prevents steel plate for sealing water from deforming;
Step 2: prefabricated panel production;
(1) it after casing and steel plate for sealing water weld, is propped up by the quasi- length and width for doing wallboard, thick formwork because that need to be vibrated with vibration board Monolith steel plate can be used in mould, and surrounding is made into tongue and groove shape to increase the reliability of waterproof;
(2) intensity of concrete etc. and exterior wall design peer, the selection of concrete coarse aggregate is according to minimum spacing between casing It determines;
(3) vibrate when concreting and vibrated using plate vibrator, such as a vibration board it is too small can be used it is multiple simultaneously It uses;
(4) prefabricated panel reinforcing bar is stayed by design requirement sets;
Step 3: maintenance;
Using covering wet curing after concreting, 75% side for reaching design strength to concrete strength can shift lifting;
Step 4: outer wall of basement construction;
Installation hole is reserved according to the size of pre-erection in basement construction, hole is made into tongue and groove shape;
Step 5: lifting;
It can be lifted after outer wall of basement demoulding, after lifting in place, pre-erection and cast-in-place position use pre-buried fashioned iron It is welded to connect, guarantees stability, to facilitate prefabricated position that cannot do too much in order to lift, and is not more than substantially with the area of plane 1.5m2It is advisable;
Step 6: additional waterproofing layer construction;Additional waterproof course is added at the seam gap of pre-erection and cast-in-place part after lifting, It constructs again after additional waterproofing layer construction the external wall waterproof layer in big face.
CN201811449986.5A 2018-11-30 2018-11-30 Basement group manages method for waterproofing through walls Pending CN109339120A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811449986.5A CN109339120A (en) 2018-11-30 2018-11-30 Basement group manages method for waterproofing through walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811449986.5A CN109339120A (en) 2018-11-30 2018-11-30 Basement group manages method for waterproofing through walls

Publications (1)

Publication Number Publication Date
CN109339120A true CN109339120A (en) 2019-02-15

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CN201811449986.5A Pending CN109339120A (en) 2018-11-30 2018-11-30 Basement group manages method for waterproofing through walls

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114045871A (en) * 2021-11-23 2022-02-15 中国十七冶集团有限公司 Construction method for embedding dense wall bushing of civil air defense basement

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010139026A (en) * 2008-12-12 2010-06-24 Osaka Gas Co Ltd Water cut-off structure for piping execution work part, and water cut-off piping method
CN202691311U (en) * 2012-07-17 2013-01-23 叶香菲 Waterproof structure for wall group tubes

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010139026A (en) * 2008-12-12 2010-06-24 Osaka Gas Co Ltd Water cut-off structure for piping execution work part, and water cut-off piping method
CN202691311U (en) * 2012-07-17 2013-01-23 叶香菲 Waterproof structure for wall group tubes

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114045871A (en) * 2021-11-23 2022-02-15 中国十七冶集团有限公司 Construction method for embedding dense wall bushing of civil air defense basement

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Application publication date: 20190215

RJ01 Rejection of invention patent application after publication