CN109680794A - Underground waterproof engineering construction method - Google Patents
Underground waterproof engineering construction method Download PDFInfo
- Publication number
- CN109680794A CN109680794A CN201811594102.5A CN201811594102A CN109680794A CN 109680794 A CN109680794 A CN 109680794A CN 201811594102 A CN201811594102 A CN 201811594102A CN 109680794 A CN109680794 A CN 109680794A
- Authority
- CN
- China
- Prior art keywords
- basement
- rectangle
- gap
- glass
- water
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
- E04B1/0015—Cellars constructed from prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective 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 soil pressure or hydraulic pressure
- E02D31/12—Protective 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 soil pressure or hydraulic pressure against upward hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/665—Sheets or foils impervious to water and water vapor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Special Wing (AREA)
Abstract
The present invention relates to a kind of underground waterproof engineering construction methods, belong to buildings waterproof construction field, the following steps are included: 1, basement four pieces of metope front ends set up glass wallboard, glass wallboard upper end is bonded with the roof of basement, four blocks of glass wallboards surround a rectangle frame, the gap between glass wallboard and metope；2, it allows adjacent two blocks of glass wallboards to stick together rear in the state that is mutually perpendicular to and bonds；3, water-proof sealing rubber strip, casting concrete on two end faces up and down of firm banking are set on four arms of angle of rectangle frame；4, firm banking is set on the bottom wall in gap, then waterproof membrane is set on the fixed base, one rectangle floating frame finally is set in the upper end of waterproof membrane, rectangle floating frame is made of foamed plastics；5, the position of face basement inlet/outlet opens up an entrance on glass wallboard, and the present invention has the advantages that carry out secondary waterproof after the metope leak of underground to prevent water submerged basement.
Description
Technical field
The present invention relates to buildings waterproof construction field more particularly to a kind of underground waterproof engineering construction methods.
Background technique
It builds in citizen, Fang Jian, basementwaterproofing will be related to.Underground waterproof engineering is total in the engineering of these industries
Proportion is very big, and waterproofing for basement method and quality, directly affects the overall quality of corresponding engineering.Industry with
The underground waterproof engineering of the buildings such as civil buildings underground engineering, protection works, tunnel and underground railway is usually since design is examined
Consider that inconsiderate, selection is improper or arrangement and method for construction is unreasonable and causes to leak, directly affects production and use.
By carrying out the construction of wall waterproof performance, so that water is stopped by waterproof wall, in the prior art, underground waterproof
Construction method are as follows: cleaning 2 water-repellent paints of waterproof layer → brush → wall covering surface waterproof material → treatment is walked by these
Suddenly, underground metope waterproof can be effectively achieved.
But above-mentioned construction method still has shortcoming, and after long times, metope waterproof material can be by by time effects
Waterproof effect is gradually lost, and probably can still leaked into come by flood Ji Shishui, it is subsequent to have no any remedy
Measure, so that leak can spread in basement wantonly after breaking through this one of outpost of metope waterproof, finally flood basement
Not yet.Therefore, how after basement metope leak secondary waterproof is realized, being that modern society urgently to be resolved one is important asks
Topic.
Summary of the invention
The purpose of the present invention is to provide a kind of underground waterproof engineering construction methods, have in the laggard of underground metope leak
The advantages of row secondary waterproof is to prevent water submerged basement.
Above-mentioned purpose of the invention has the technical scheme that
A kind of underground waterproof engineering construction method, comprising the following steps:
Step 1: setting up the glass parallel with metope vertically at the front of four pieces of metopes of the basement in cuboid
Wallboard, glass wallboard upper end are bonded with the roof of basement, and four blocks of glass wallboards surround a rectangle frame, adjacent two pieces of glass walls
Plate is mutually perpendicular to, and the gap that width is 10cm-15cm is reserved between glass wallboard and metope；
Step 2: the inclined-plane in 45 ° is cut into end face of the glass wallboard at adjacent glass wallboard, adjacent two pieces of glass walls are allowed
Plate is bonded completely in being mutually perpendicular to state and stick together latter two inclined-plane, is bonded four blocks of glass wallboards respectively by white glue with vinyl
Come；
Step 3: water-proof sealing rubber strip is arranged on four arms of angle of rectangle frame, poured on two end faces up and down of firm banking
Concrete so that two end faces up and down of rectangle frame and the roof and bottom wall of basement are mutually fixed, similarly, rectangle frame with
Water-proof sealing rubber strip is set on roof and the edge of bottom wall fitting；
Step 4: firm banking is arranged on bottom wall in gap, then waterproof membrane is set on the fixed base, waterproof membrane will be fixed
Pedestal surrounds, and a rectangle floating frame finally is arranged in the upper end of waterproof membrane, rectangle floating frame is made of foamed plastics；
Step 5: the position of face basement inlet/outlet opens up an entrance on glass wallboard, the size of entrance with into
That gos out is in the same size, and sets the form from interior past external-open for inlet/outlet.
Implement above-mentioned technical proposal, after water penetrates into metope, water can flow into and be gathered in the bottom that basement is located in gap
On wall, after the water level being gathered in gap is gradually increasing, since rectangle floating frame is supported by foamed plastics, meet water it
After will keep afloat at once on, waterproof membrane will strut, by water gear outside waterproof membrane so that basement is entirely by waterproof
Film covers, and water is allowed to cannot be introduced into basement, thus achieve the effect that basement secondary waterproof, so that in flood
Lower room is not easy to be flooded not.
Further, the firm banking offers the annular being put into for waterproof membrane stack far from the upper surface of bottom wall and accommodates
Slot.
Implement above-mentioned technical proposal, when idle, be put into annular receiving groove, can play after waterproof membrane is folded
Definitely protect the effect of waterproof membrane.
Further, the cross sectional shape of the rectangle floating frame is T shape, and the annular receiving groove can be for the rectangle floating frame
Lower end insertion.
Implement above-mentioned technical proposal the lower end of rectangle floating frame is inserted into annular receiving groove when idle, can incite somebody to action
Waterproof membrane is completely encapsulated in annular receiving groove, so that waterproof membrane is not easily susceptible to the influence of extraneous factor and damages.
Further, the glass wall backboard is provided with the active promotion group for actively promoting rectangle floating frame from clearance side
Part.
Implement above-mentioned technical proposal, rectangle floating frame is when meeting waterborne floating, it is possible to can be stuck in gap can not float, this
When rectangle floating frame is actively above mentioned by active lifting assembly so that the rectangle floating frame blocked is swum on the water surface again,
To achieve the effect that waterproof is more stable.
Further, the glass wall backboard is provided with the holder of inner hollow, the active lifting assembly from clearance side
Including rotary electric machine, serving disk and the nylon rope being arranged in holder, the serving disk is co-axially located at rotary electric machine
On output shaft, the nylon rope is wound around in the serving disk, and the glass wallboard is closely descended on the wall surface of ceiling wall and opened up
There is perforation, the nylon rope passes through the outer wall of holder and perforates and connect with the rectangle floating frame being located in gap.
Implement above-mentioned technical proposal, starts rotary electric machine, the serving disk on rotary electric machine output shaft starts turning at this time, from
And allow serving disk that nylon rope is rolled onto again in serving disk, allow the nylon rope across perforation to start to shrink, and nylon rope and rectangle
The other end of floating frame connection will give one upward pulling force of rectangle floating frame, allow rectangle floating frame stress and from the position blocked
It sets and is lifted up, see through glass wallboard and close rotary electric machine after rectangle floating frame moves up, to reach lifting
Rectangle floating frame conveniently effect.
Further, retaining ring is provided on the rectangle floating frame, the end of the nylon rope is provided with and the retaining ring phase
The rope sling of snapping.
Implement above-mentioned technical proposal, after the rope sling on nylon rope is staggeredly snapped on retaining ring, just can be realized rectangle
The connection of floating frame and nylon rope, to achieve the effect that easy to connect.
Further, suction pump is provided with above the basement, the pump mouth end of the suction pump is provided with and communicated with pumping
Water pipe, the drinking-water pipe pass through the roof of basement and extend at the bottom wall in gap, and the side of the suction pump is provided with
Water tank is communicated with water-supply-pipe between the water tank and the water outlet of suction pump.
To implement above-mentioned technical proposal, starts suction pump, suction pump can be extracted out the water assembled in gap by drinking-water pipe,
And be evacuated in water tank by water-supply-pipe, the water being deposited in gap is quickly extracted out to achieve the effect that facilitate.
Further, sealing ring is provided on the roof of the basement and positioned at the interspersed place of drinking-water pipe.
Implement above-mentioned technical proposal, since basement is in underground, basement roof is located at ground, and sealing ring
Being arranged can prevent to a certain extent the surface water from entering in gap by the gap between drinking-water pipe and basement roof.
Further, the diameter that the width in the gap is greater than drinking-water pipe adds the width of rectangle floating frame, the drinking-water pipe
It is in gap and is located at side of the firm banking far from glass wallboard.
Implement above-mentioned technical proposal, there are the width that enough width accommodate drinking-water pipe and rectangle floating frame between gap
Degree, so that rectangle floating frame is not easy to touch drinking-water pipe and cause the phenomenon that blocking when floating.
Further, it is provided on the drinking-water pipe and along the length direction of drinking-water pipe multiple for drinking-water pipe to be fixed on
Pipe clamp on metope.
Implement above-mentioned technical proposal, the setting of pipe clamp will not stop rectangle so that drinking-water pipe is capable of fixing on metope
Floating route of the floating frame when floating.
In conclusion the invention has the following advantages:
One, after water penetrates into metope, water can be flowed into and is gathered on the bottom wall that basement is located in gap, when being gathered in gap
Water level be gradually increasing after, since rectangle floating frame is supported by foamed plastics, meet water after will keep afloat at once
On, waterproof membrane will strut, and by water gear outside waterproof membrane, so that basement is entirely covered by waterproof membrane, allow water can not be into
Enter into basement, to achieve the effect that basement secondary waterproof, so that basement is not easy to be flooded not in flood;
Two, rectangle floating frame is when meeting waterborne floating, it is possible to which can be stuck in gap can not float, and pass through active lifting assembly at this time
Rectangle floating frame is actively above mentioned, so that the rectangle floating frame blocked is swum on the water surface again, so that it is more steady to reach waterproof
Fixed effect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
Fig. 2 is the structural schematic diagram for hiding one piece of metope of the embodiment of the present invention；
Fig. 3 is the embodiment of the present invention for showing the partial sectional view inside basement；
Fig. 4 is the portion the A enlarged drawing in Fig. 3；
Fig. 5 is the portion the B enlarged drawing in Fig. 3；
Fig. 6 is the portion the C enlarged drawing in Fig. 3；
Fig. 7 is the embodiment of the present invention for showing the partial sectional view in gap；
Fig. 8 is the portion the D enlarged drawing in Fig. 7.
Appended drawing reference: 1, basement；2, glass wallboard；21, holder；22, it perforates；3, gap；4, firm banking；41,
Annular receiving groove；5, waterproof membrane；6, rectangle floating frame；61, retaining ring；7, active lifting assembly；71, rotary electric machine；72, rope rolling
Disk；73, nylon rope；731, rope sling；8, suction pump；81, drinking-water pipe；811, pipe clamp；82, water-supply-pipe；9, water tank.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the embodiment of the present invention is described.
As shown in Figure 1, 2, a kind of underground waterproof engineering construction method, comprising the following steps:
Step 1: setting up the glass parallel with metope vertically at the front of four pieces of metopes of the basement 1 in cuboid
Glass wallboard 2,2 upper end of glass wallboard are bonded with the roof of basement 1, and four blocks of glass wallboards 2 surround a rectangle frame, and adjacent two pieces
Glass wallboard 2 is mutually perpendicular to, and the gap 3 that width is 10cm-15cm is reserved between glass wallboard 2 and metope；
Step 2: the inclined-plane in 45 ° is cut into end face of the glass wallboard 2 at adjacent glass wallboard 2, adjacent two blocks of glass is allowed
Wallboard 2 is bonded completely in being mutually perpendicular to state and stick together latter two inclined-plane, is glued four blocks of glass wallboards 2 respectively by white glue with vinyl
Knot gets up；
Step 3: water-proof sealing rubber strip is arranged on four arms of angle of rectangle frame, poured on two end faces up and down of firm banking 4
Concrete, so that two end faces up and down of rectangle frame and the roof and bottom wall of basement 1 are mutually fixed, similarly, in rectangle frame
Water-proof sealing rubber strip is set on the edge being bonded with roof and bottom wall；
Step 4: firm banking 4 is arranged on the bottom wall in gap 3, then waterproof membrane 5, waterproof membrane 5 are set on firm banking 4
Firm banking 4 is surrounded, one rectangle floating frame 6 finally is set in the upper end of waterproof membrane 5, rectangle floating frame 6 is by foamed plastics
It is made；
Step 5: the position of 1 inlet/outlet of face basement opens up an entrance on glass wallboard 2, the size of entrance with
Inlet/outlet it is in the same size, and set the form from interior past external-open for inlet/outlet.
As shown in Figure 3,4, firm banking 4 offers annular receiving groove 41 far from the upper surface of bottom wall, when leaving unused, waterproof membrane
5 can be put into after folding in annular receiving groove 41 and be stored, and the cross sectional shape of rectangle floating frame 6 is T shape, annular
Holding tank 41 can be inserted into for the lower end of rectangle floating frame 6, just make the open end of annular receiving groove 41 by rectangle floating frame 6 in this way
Cover, waterproof membrane 5 allowed to be in more closed space, enable waterproof membrane 5 when on the shelf more fully
It is stored in the inside.
As shown in Fig. 3,5, glass wallboard 2 is provided with active lifting assembly 7 away from 3 side of gap, and active lifting assembly 7 can be
Rectangle floating frame 6 is stuck in when cannot float in gap 3 and actively promotes rectangle floating frame 6, and glass wallboard 2 is set away from 3 side of gap
It is equipped with the holder 21 of inner hollow, active lifting assembly 7 includes the rotary electric machine 71 being arranged in holder 21, serving disk 72
And nylon rope 73, serving disk 72 are co-axially located on the output shaft of rotary electric machine 71, nylon rope 73 is wound around in serving disk 72,
Glass wallboard 2 offers perforation 22 on the wall surface of 1 roof of basement, and nylon rope 73 passes through outer wall and the perforation of holder 21
22 and be located at gap 3 in rectangle floating frame 6 connect；Retaining ring 61, the end of nylon rope 73 are provided on rectangle floating frame 6
It is provided with the rope sling 731 being interlockingly connected with retaining ring 61；In the present embodiment, retaining ring 61 is arranged on the side wall of rectangle floating frame 6, such as
Fruit water, which is constantly spread, is entirely full of in gap 3, and do not influenced by retaining ring 61 can be with water surface height for rectangle floating frame 6 after setting in this way
Degree is attached on the roof of basement 1, is allowed water to not easily pass through rectangle floating frame 6 and is flowed to close to 2 side of glass wallboard.
Start rotary electric machine 71, the serving disk 72 on 71 output shaft of rotary electric machine starts turning at this time, to allow serving disk
72 are rolled onto nylon rope 73 in serving disk 72 again, and the nylon rope 73 across perforation 22 is allowed to start to shrink, and nylon rope 73 and square
The other end that shape floating frame 6 connects will give 6 one upward pulling force of rectangle floating frame, allow 6 stress of rectangle floating frame and from card
Position firmly is lifted up, is seen through glass wallboard 2 and is closed rotary electric machine 71 after rectangle floating frame 6 moves up, from
And reach lifting rectangle floating frame 6 conveniently effect.
As shown in Fig. 2,7, the top of basement 1 is provided with suction pump 8, in general, the top of basement 1 be ground or
Person is the interior on level land；The pump mouth end of suction pump 8 is provided with and communicated with drinking-water pipe 81, and drinking-water pipe 81 passes through the top of basement 1
It wall and extends at the bottom wall in gap 3, the side of suction pump 8 is provided with water tank 9, the water outlet of water tank 9 and suction pump 8
Between be communicated with water-supply-pipe 82；And sealing ring, drinking-water pipe are provided on the roof of basement 1 and positioned at the interspersed place of drinking-water pipe 81
Multiple pipe clamps 811 are provided on 81 and along the length direction of drinking-water pipe 81, pipe clamp 811 is used to drinking-water pipe 81 being fixed on metope
On.
Start suction pump 8, suction pump 8 can be extracted out the water assembled in gap 3 by drinking-water pipe 81, and pass through water-supply-pipe
82 are evacuated in water tank 9, quickly extract the water being deposited in gap 3 out to achieve the effect that facilitate；Since basement 1 is in
Underground, therefore 1 roof of basement is located at ground, and the setting of sealing ring can prevent the surface water or indoor water to a certain extent
It is entered in gap 3 by the gap between 1 roof of drinking-water pipe 81 and basement.
As shown in Figure 7,8, the diameter that the width in gap 3 is greater than drinking-water pipe 81 adds the width of rectangle floating frame 6, drinking-water pipe
81 are in gap 3 positioned at side of the firm banking 4 far from glass wallboard 2；There are the receivings of enough width to draw water between gap 3
The width of pipe 81 and rectangle floating frame 6, so that rectangle floating frame 6 is not easy to touch drinking-water pipe 81 and cause to block when floating
The phenomenon that.
Specific work process: after water penetrates into metope, water can flow into and be gathered in the bottom wall that basement 1 is located in gap 3
On, after the water level being gathered in gap 3 is gradually increasing, since rectangle floating frame 6 is supported by foamed plastics, meet water it
After will keep afloat at once on, waterproof membrane 5 will strut, by water gear in the outside of waterproof membrane 5, so that the entire quilt of basement 1
Waterproof membrane 5 covers, and water is allowed to cannot be introduced into basement 1.
Claims (10)
1. a kind of underground waterproof engineering construction method, which comprises the following steps:
Step 1: being set up vertically at the front of four pieces of metopes of the basement (1) in cuboid parallel with metope
Glass wallboard (2), glass wallboard (2) upper end are bonded with the roof of basement (1), and four pieces of glass wallboards (2) surround a rectangle
Frame, adjacent two blocks of glass wallboards (2) are mutually perpendicular to, and reserve width between 10cm-15cm between glass wallboard (2) and metope
Gap (3)；
Step 2: the inclined-plane in 45 ° is cut into the end face of glass wallboard (2) at adjacent glass wallboard (2), adjacent two pieces are allowed
Glass wallboard (2) is bonded completely in being mutually perpendicular to state and stick together latter two inclined-plane, by white glue with vinyl by four blocks of glass wallboards
(2) bonding is got up respectively；
Step 3: water-proof sealing rubber strip is arranged on four arms of angle of rectangle frame, poured on two end faces up and down of firm banking (4)
Concrete is built, so that two end faces up and down of rectangle frame and the roof and bottom wall of basement (1) are mutually fixed, similarly, in square
Water-proof sealing rubber strip is set on the edge that shape frame is bonded with roof and bottom wall；
Step 4: firm banking (4) are arranged on the bottom wall in gap (3), then waterproof membrane (5) are set on firm banking (4),
Waterproof membrane (5) surrounds firm banking (4), a rectangle floating frame (6) finally is arranged in the upper end of waterproof membrane (5), rectangle is floating
Dynamic frame (6) are made of foamed plastics；
Step 5: the position of face basement (1) inlet/outlet opens up an entrance on glass wallboard (2), entrance it is big
It is small in the same size with inlet/outlet, and the form from interior past external-open is set by inlet/outlet.
2. underground waterproof engineering construction method according to claim 1, which is characterized in that the firm banking (4) is separate
The upper surface of bottom wall, which is offered, stacks the annular receiving groove (41) being put into for waterproof membrane (5).
3. underground waterproof engineering construction method according to claim 2, which is characterized in that the rectangle floating frame (6)
Cross sectional shape is T shape, and the annular receiving groove (41) can be inserted into for the lower end of the rectangle floating frame (6).
4. underground waterproof engineering construction method according to claim 1, which is characterized in that the glass wallboard (2) is deviated from
Gap (3) side is provided with the active lifting assembly (7) for actively promoting rectangle floating frame (6).
5. underground waterproof engineering construction method according to claim 4, which is characterized in that the glass wallboard (2) is deviated from
Gap (3) side is provided with the holder (21) of inner hollow, and the active lifting assembly (7) includes setting in holder (21)
Rotary electric machine (71), serving disk (72) and nylon rope (73), the serving disk (72) is co-axially located at rotary electric machine (71)
Output shaft on, the nylon rope (73) is wound around on the serving disk (72), and the glass wallboard (2) is close to basement (1)
Offered on the wall surface of roof perforation (22), the nylon rope (73) pass through holder (21) outer wall and perforation (22) and with position
In rectangle floating frame (6) connection in gap (3).
6. underground waterproof engineering construction method according to claim 5, which is characterized in that on the rectangle floating frame (6)
It is provided with retaining ring (61), the end of the nylon rope (73) is provided with the rope sling (731) being interlockingly connected with the retaining ring (61).
7. underground waterproof engineering construction method according to claim 1, which is characterized in that the top of the basement (1)
It is provided with suction pump (8), the pump mouth end of the suction pump (8) is provided with and communicated with drinking-water pipe (81), and the drinking-water pipe (81) is worn
It crosses the roof of basement (1) and extends at the bottom wall in gap (3), the side of the suction pump (8) is provided with water tank
(9), water-supply-pipe (82) are communicated between the water tank (9) and the water outlet of suction pump (8).
8. underground waterproof engineering construction method according to claim 1, which is characterized in that the roof of the basement (1)
Interspersed place that is upper and being located at drinking-water pipe (81) is provided with sealing ring.
9. underground waterproof engineering construction method according to claim 1, which is characterized in that the width of the gap (3) is big
The width of rectangle floating frame (6) is added in the diameter of drinking-water pipe (81), the drinking-water pipe (81), which is in be located in gap (3), fixes
Side of the pedestal (4) far from glass wallboard (2).
10. underground waterproof engineering construction method according to claim 9, which is characterized in that on the drinking-water pipe (81) and
The length direction of drinking-water pipe (81) is provided with multiple pipe clamps (811) for being fixed on drinking-water pipe (81) on metope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811594102.5A CN109680794A (en) | 2018-12-25 | 2018-12-25 | Underground waterproof engineering construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811594102.5A CN109680794A (en) | 2018-12-25 | 2018-12-25 | Underground waterproof engineering construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109680794A true CN109680794A (en) | 2019-04-26 |
Family
ID=66189404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811594102.5A Pending CN109680794A (en) | 2018-12-25 | 2018-12-25 | Underground waterproof engineering construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109680794A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644612A (en) * | 2019-10-16 | 2020-01-03 | 四川齐峰建设工程有限公司 | House structure and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207581141U (en) * | 2017-11-18 | 2018-07-06 | 上海中菱电梯有限公司 | A kind of waterproof elevator |
| CN207801273U (en) * | 2018-01-26 | 2018-08-31 | 广东粤明动力有限公司 | A kind of waterproof low-voltage cabinet |
| CN207829026U (en) * | 2018-02-02 | 2018-09-07 | 张先应 | A kind of basement waterproofing structure |
| CN207878866U (en) * | 2017-12-20 | 2018-09-18 | 四川国鼎建筑设计有限公司 | A kind of underground outlet structure |
| CN208190844U (en) * | 2018-03-24 | 2018-12-04 | 四川天辰智联科技有限公司 | A kind of core switch |
-
2018
- 2018-12-25 CN CN201811594102.5A patent/CN109680794A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207581141U (en) * | 2017-11-18 | 2018-07-06 | 上海中菱电梯有限公司 | A kind of waterproof elevator |
| CN207878866U (en) * | 2017-12-20 | 2018-09-18 | 四川国鼎建筑设计有限公司 | A kind of underground outlet structure |
| CN207801273U (en) * | 2018-01-26 | 2018-08-31 | 广东粤明动力有限公司 | A kind of waterproof low-voltage cabinet |
| CN207829026U (en) * | 2018-02-02 | 2018-09-07 | 张先应 | A kind of basement waterproofing structure |
| CN208190844U (en) * | 2018-03-24 | 2018-12-04 | 四川天辰智联科技有限公司 | A kind of core switch |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644612A (en) * | 2019-10-16 | 2020-01-03 | 四川齐峰建设工程有限公司 | House structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109680794A (en) | Underground waterproof engineering construction method | |
| CN111691467A (en) | Construction method for basement water prevention and drainage combination | |
| CN104234089B (en) | The construction method that a kind of basement guarded drainage combines | |
| CN210177470U (en) | Plugging structure for diversion tunnel | |
| CN113550357A (en) | Basement waterproof hydrophobic structure and construction method thereof | |
| CN108547315B (en) | Construction scheme for basement in wet zone | |
| CN107882124A (en) | Toilet | |
| CN208309746U (en) | The rainwater recovery device of basement structure top plate | |
| CN104421169B (en) | The vertical pump for mine that can be embedded under sandstone | |
| CN215906826U (en) | Drainage construction equipment falls in elevartor shaft foundation ditch | |
| CN214993966U (en) | Drainage flow guide device with high water permeability for water-rich environment | |
| CN213625653U (en) | Dewatering well structure capable of rapidly sealing well | |
| CN210086315U (en) | Waterproof and moistureproof structure applied to sunken building | |
| CN208899545U (en) | A kind of structure reducing sole plate launching stress | |
| CN208311673U (en) | A kind of toilet pipeline is with section waterproof structure | |
| CN207974976U (en) | Portable floating immersible pump | |
| CN206408642U (en) | A kind of ecological retaining wall | |
| CN107227732B (en) | The waterstop pipe and its application method of underground continuous wall connector sealing | |
| CN218437143U (en) | Basement elevator foundation pit water retaining structure | |
| CN111206624A (en) | Pressure-reducing anti-floating structure for underground construction/structure and construction method | |
| CN209723035U (en) | A kind of rotation angle well foundation structure of anti-ponding | |
| CN215977527U (en) | Double energy-saving drainage structure for toilet | |
| JP2022517024A (en) | Leakage prevention drain trap with joint reinforcement member and its construction method | |
| CN212026367U (en) | Water stop structure with basement anti-floating design | |
| CN212405425U (en) | Hidden leakage structure for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| AD01 | Patent right deemed abandoned | ||
| AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20210312 |