CN208363508U - The underground space can white-out infiltration ground structure - Google Patents
The underground space can white-out infiltration ground structure Download PDFInfo
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- CN208363508U CN208363508U CN201820866201.3U CN201820866201U CN208363508U CN 208363508 U CN208363508 U CN 208363508U CN 201820866201 U CN201820866201 U CN 201820866201U CN 208363508 U CN208363508 U CN 208363508U
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Abstract
The utility model discloses a kind of underground space can white-out infiltration ground structure, ground pavement is successively covered with the surface layer of bed course, bottom plate, water draining plate and armored concrete from bottom to top, each independent ground region is provided with several gutters along regional edge edge, gutter with region is connected with each other, and accesses nearest sump；The water draining plate includes water proof main part, and with the integrally formed several hollow protrusions of water proof main part, the water draining plate with the gutter of one's respective area keep be connected to；It is not provided with the edge in gutter along each region, antipriming is provided between bottom plate and concrete topping, the antipriming is connected to the water draining plate of one's respective area.The problem of mainly for the failure of original ground pavement waterproof, provides a kind of effective scheme of with thoroughly solving underground space sweat, while the invasion to the wall in gutter direction, ramp or the bottom of the steps are not set in region that can also effectively prevent seeping water.
Description
Technical field
The utility model belongs to the water drainage technical field of architectural engineering, in particular to a kind of underground space can white-out infiltration
Ground structure.
Background technique
With social development, the mankind are more and more extensive and frequently expand and develop to the underground space, as basement,
Underground parking, market place builet below the ground etc..In relevant architectural engineering exploitation, proprietor often requires increasingly construction quality
Height, it is especially also more stringent to relevant waterproof requirement.And in actual underground engineering construction, understand because of geologic structure, apply
Work and maintenance process is improper, quality fluctuations of raw material and temperature, contraction etc. influence, will lead to the bottom for doing waterproof layer
There is crack in plate.And the soleplate crack is often difficult to avoid that, in turn results in different degrees of infiltration, influence construction quality and
Engineering delivery.
Currently, having closure for there are the treatment measures behind crack mainly and rubble hydrophobic layer being arranged in base surface.Usually
Almost difficult reach solves the problems, such as the method for closure at all, and uses rubble hydrophobic layer very stringent to relevant construction requirement, more complicated,
Cost problem is also very prominent simultaneously.Therefore one kind how is provided quickly, low cost infiltration resolution seems very urgent.
Utility model content
The purpose of this utility model is that: provide a kind of underground space can white-out infiltration ground structure, can be used for fast
It is fast, low cost that the waterproof defect of under ground portion in construction project is remedied.
The technical solution of the utility model be achieved in that a kind of underground space can white-out infiltration ground structure, ground
Face is mated formation successively is covered with the surface layer of bed course, bottom plate, water draining plate and armored concrete from bottom to top, and each independent ground region is equal
Along regional edge along several gutters are provided with, the gutter with region is connected with each other, and accesses nearest sump；It is described hydrophobic
Plate includes water proof main part, and with the integrally formed several hollow protrusions of water proof main part, the water draining plate is and local area
The gutter in domain keeps connection, in favor of draining rapidly；The edge in gutter is not provided with along each region, in bottom plate and
Antipriming is provided between concrete topping, the antipriming is connected to the water draining plate of one's respective area, to obstruct bottom plate and
Infiltration diffusion between concrete topping.
The underground space described in the utility model can white-out infiltration ground structure, the bottom of trench absolute altitude in the gutter is lower than
The top surface absolute altitude of bottom plate；The water proof main part is rollable rectangle structure, and being attached to for the uniform rule of protrusion is described
The side downward of water proof main part；The protrusion includes blind end and open end, and closed end is located at the evagination side of protrusion,
And it is equipped with horizontal closed bottom, open end is located at the other end of protrusion, and the opening of open end and water proof main part are smooth
Connection, protrusion is circular cone structure, and the diameter of protrusion open end is less than the diameter of closed end.
The underground space described in the utility model can white-out infiltration ground structure, the protrusion is hydrophobic according to being parallel to
The long side and broadside of plate are regularly arranged, and are provided with a support column, support column between every four mutually adjacent protrusions
It is not in contact with each other with protrusion adjacent thereto, is flushed on the outside of the bottom end of support column and the closed bottom of protrusion；The support column
The auxiliary column of arrangement is uniformly dissipated including principal post and around principal post.
The underground space described in the utility model can white-out infiltration ground structure, punished at four edges close to water draining plate
It is not provided with for mutually overlapped edge encryption unit, the edge encryption unit in each direction includes that 2-3 row or column are parallel
The protrusion of protrusion in respective edge, the edge encryption unit carries out encryption arrangement in vertical and horizontal.
The underground space described in the utility model can white-out infiltration ground structure, be parallel to the long side and broadside of water draining plate
Evenly spaced to be provided with several intermediate longitudinal encryption units and intermediate lateral encryption unit, intermediate longitudinal encryption unit and centre are horizontal
It include that 2-3 arranges protrusion parallel with long side and broadside respectively, intermediate longitudinal encryption unit and intermediate lateral to encryption unit
The protrusion of encryption unit carries out encryption arrangement in vertical and horizontal；The lateral dimension of all affiliated protrusions of encryption unit is respectively less than
The lateral dimension of the non-encrypted affiliated protrusion in portion.
The underground space described in the utility model can white-out infiltration ground structure, the antipriming be stainless steel sealing
Steel plate, the section of the steel plate for sealing water are L-shaped structure, including horizontal part and vertical portion, and vertical portion is used for water blocking, and passes through water
Flat portion is fixed on bed course.
The underground space described in the utility model can white-out infiltration ground structure, the horizontal part uniformly sets along longitudinal direction
Several screw holes are equipped with, steel plate for sealing water passes through the expansion bolt being arranged on bed course corresponding to screw hole and is fixed on bed course；Water-stopping steel
The height of plate is greater than the height of water draining plate, plucking band is provided on the bottom plate under steel plate for sealing water, between plucking band and steel plate for sealing water
Equipped with structural adhesive layer.
The underground space described in the utility model can white-out infiltration ground structure, the steel plate for sealing water vertical portion towards dredge
Water plate side is equipped with horizontal cushion cap, and cushion cap is close to the lower surface of water proof main part.
The underground space described in the utility model can white-out infiltration ground structure, the upper surface of the cushion cap is equipped with several
Rule or the sharp portion of irregular alignment.
The utility model has the following beneficial effects: being provided a kind of thorough aiming at the problem that failure of original ground pavement waterproof
With solving the underground space solution of sweat, smoothly can direct into gutter for infiltration, come together in sump, and can lead to
It crosses water pump and water is discharged to ground from sump；It solves previous localized seepage, influences the delivery of architectural engineering and what is used ask
Topic；This white-out infrastructure cost is very low, and site operation is convenient, and also separated regions construction all has various infiltration environment very strong
Adaptability is remarkably improved the use standard of hypogee.
And it is directed to the water draining plate of existing plastic material, it is inadequate that there are vertical intensitys, causes to deform in construction, Jin Erying
The problem of ringing construction quality increases longitudinal support force by the way that support column is arranged；Meanwhile by the way that side is arranged in marginal portion
Edge encryption unit, and the intermediate vertical or horizontal encryption unit of interval setting, so that connection between contiguous hydrophobic plate and various different
In hydrophobic construction at type ground, there is stronger adaptability, improve construction efficiency and construction quality；The protrusion of water draining plate
For circular cone structure, and the diameter of protrusion open end is less than the diameter of closed end, and the diameter of 32 open end of protrusion is less than envelope
The purpose of the diameter of closed end is, so that the small big trapezium structure under being of the runner between adjacent tabs, so that in water
When lesser, runner lower dimension is also corresponding smaller, and flowing velocity accordingly increases, avoid impurity that may be present in water because
Flow velocity forms contamination precipitation, blocking portion hole slowly excessively.
By the way that the installation of the steel plate for sealing water of " L " type not set to the direction in gutter in each region, can to avoid infiltration to
The diffusion of foundation, ramp bottom and step bottom direction so that waterproof effect is be more good and thorough, while making foundation, ramp bottom
Drying is kept with step bottom, avoids influence of the wet environment to building under ground portion main structure.
Detailed description of the invention
Fig. 1 be the utility model can white-out seep water ground structure schematic diagram；
Fig. 2 be the utility model can white-out seep water ground structure formwork for placing structural schematic diagram；
Fig. 3 is water draining plate schematic diagram of the utility model with support column；
Fig. 4 is the protrusion schematic diagram of the utility model water draining plate；
Fig. 5 is the support column schematic diagram of the utility model water draining plate；
Fig. 6 is the water draining plate top view that the utility model has encryption unit；
Fig. 7 is the water draining plate main view that the utility model has encryption unit；
Fig. 8 is the main view of the utility model side wall mould；
Fig. 9 is the main view of the utility model step mould；
Figure 10 is the side view of the utility model step mould；
Figure 11 is the main view of the utility model sidewall opening mould；
Figure 12 is the side view of the utility model sidewall opening mould；
Figure 13 is the utility model steel plate for sealing water installation status diagram；
Figure 14 is the utility model steel plate for sealing water sectional view.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, is further elaborated the utility model technology.It should be appreciated that specific embodiment described herein is only used to
It explains the utility model, is not used to limit the utility model.
As shown, the underground space can white-out infiltration ground structure, successively lay-up has bed course to ground pavement from bottom to top
1, bottom plate 2, water draining plate 3 and concrete topping 4, ground pavement are provided with several gutters 5, and position along 7 edge of straight wall
It is connected with each other in the gutter 5 in same region, the gutter 5 in each region is connected with sump；The water draining plate 3 includes water proof
Main part 31, and with the integrally formed several hollow protrusions 32 of water proof main part 31, the water proof main part 31 be can roll up
Bent rectangle structure, the side downward for being attached to the water proof main part 31 of the uniform rule of protrusion 32；The protrusion
32 include blind end and open end 322, and closed end is located at the evagination side of protrusion 32, and is equipped with horizontal closed bottom 321,
Open end is located at the other end of protrusion 32, and the opening 322 of open end is smoothly connected with water proof main part 31, and protrusion 32 is
Circular cone structure, and the diameter of 32 open end of protrusion is less than the diameter of closed end；Draining of the water draining plate 3 with one's respective area
Ditch 5 keeps connection, in favor of draining rapidly.The diameter of 32 open end of protrusion be less than closed end diameter purpose be so that
Runner between adjacent tabs 32 small big trapezium structure under being, so that when water is lesser, runner lower dimension
Also corresponding smaller, flowing velocity accordingly increases, and avoids impurity that may be present in water because flow velocity forms contamination precipitation slowly excessively, blocks up
Plug portion hole.
The bottom of trench absolute altitude in the gutter 5 is lower than the top surface absolute altitude of bottom plate 2.The purpose done so is, it is ensured that draining
The water level most of the time in ditch is less than the closed bottom 321 of water draining plate protrusion, avoid 5 water level of gutter it is surging when,
Ponding is formed in the lower flow passage space of water draining plate 3, forms contamination precipitation.
Steel mesh reinforcement 41 is equipped in the concrete topping 4, when concrete topping 4 pours, steel mesh reinforcement 41 can be straight
Connect be placed on water draining plate or higher than water draining plate elevation of top.The setting of steel mesh reinforcement 41 is so that concrete topping 4 has steel
The advantages of reinforced concrete, strengthens surface layer intensity.
The protrusion 32 is regularly arranged according to the long side and broadside for being parallel to water draining plate 3, and every mutually adjacent four
A support column 33 is provided between a protrusion 32, support column 33 and protrusion 32 adjacent thereto are not in contact with each other, support column
It is flushed on the outside of 33 bottom end and the closed bottom of protrusion 32.The support column 33 can be solid cylinder structure, can also be
Composite structure, such as support column 33 include principal post 331 and uniformly dissipate the auxiliary column 332 of arrangement around principal post 331, further
Set four auxiliary columns 332 around principal post 331 so that the cross section of support column becomes " ten " word structure.Support column 33 is designed to
Composite structure, while being conducive to reinforce longitudinal support force, the dosage that can save material.
Mutually overlapped edge encryption unit I, each direction is separately provided for four edges in water draining plate 3
Edge encryption unit I include that 2-3 is arranged or arranged and is parallel to the protrusion 32 at respective edge, the protrusion of the edge encryption unit I
32 carry out encryption arrangement in vertical and horizontal.The setting of edge encryption unit I can make in spacious basement or others
Land used point is infinitely extended, by encryption arrange so that between two pieces of water draining plates 3 edge encryption arrangement protrusion 32 into
Row is folded to spell, so that the connection of joint is more firm.
Be parallel to water draining plate 3 long side it is evenly spaced be provided with several intermediate longitudinal encryption units II, it is described intermediate longitudinal
Encryption unit II includes that 2-3 arranges the protrusion 32 parallel with long side, and the protrusion 32 of intermediate longitudinal encryption unit II is in longitudinal direction
Encryption arrangement is carried out with lateral.Corresponding, the broadside for being parallel to water draining plate 3 evenly spaced be provided with several intermediate laterals and add
Compact part III, the intermediate lateral encryption unit III include that 2-3 arranges the protrusion 32 parallel with broadside, the intermediate lateral encryption unit
III protrusion 32 carries out encryption arrangement in vertical and horizontal.At the edge or edge of some using areas, due to shape
The factors such as irregular need to carry out water draining plate longitudinal or lateral cutting, are then overlapped again, therefore, pass through setting
Intermediate longitudinal direction encryption unit II and intermediate lateral encryption unit III, substantially enhance the adaptability of water draining plate 3, and scene cuts and overlaps more
Add convenient, fast.
The lateral dimension of all affiliated protrusions 32 of encryption unit is respectively less than the lateral dimension of the affiliated protrusion 32 in non-encrypted portion.
In this way, the protrusion 32 that encryption unit place can arrange is more, it can further increase the stability of connection.
Water draining plate described in the present embodiment is fabricated by high density polyethylene (HDPE), and the height of protrusion 2 is set as 12-18mm
When, there is ideal strength structure.
The gutter 5 includes bottom of trench 51, side wall (including lateral wall 52 and inner sidewall 53), and is located at lateral wall and interior
The step 54 for being used to install trench cover on edge on side wall, the lateral wall 52 are equipped with sidewall opening 55, institute along the longitudinal direction in gutter
It states drainage coiled material 3 and keeps being connected to gutter 5 by sidewall opening 55, in favor of draining rapidly；The gutter, which pours, uses mould
Plate includes side wall mould 61, step mould 62 and sidewall opening mould 63, the side wall mould 61 for lateral wall 52 and inner sidewall 53 at
Type, step mould 62 and the cooperation of side wall mould 61 are used for the molding of step 54, and the sidewall opening mould 63 is matched with lateral wall mould 61 to be shared
In the molding of sidewall opening 55.
The step mould 62 is close to 61 outside of side wall mould, and the lower end surface level of step mould 62 is lower than the water of concrete topping 4
Flat, difference in height is the height of step 54；The sidewall opening mould 63 is close to the waist in 61 outside of lateral wall mould, sidewall opening
Bottom plate 2 is close in the lower end surface of mould 63, and the lower surface at 3 water proof main part of drainage coiled material, 31 edge is close in upper surface.It in this way can be to prevent
When being only poured, concrete slurry blocks sidewall opening 55 to the space spillage between bottom plate 2 and water proof main part 31, guarantees
55 appearance and Strength Mass of sidewall opening.
The side wall mould 61, step mould 62 and sidewall opening mould 63 can be wood production, adjust side wall mould 61 with
Behind relative position between step mould 62 and sidewall opening mould 63, fixation can be attached by nailing gun.
Further, the template can be aluminum alloy material.The sidewall opening mould 63 and step mould 62 can be with
Side wall mould 61 is bolted, and can freely adjust sidewall opening mould 63 and step mould 62 relative to edge on side wall mould 61
Relative altitude.Specifically, the step mould 62 of the aluminium alloy is vertically connected with portion 622 including step mould main body 621 and step mould, and
Portion 622 is vertically connected with by step mould to connect with side wall mould 61；The sidewall opening mould 63 of the aluminium alloy includes sidewall opening mould
Main body 631 and sidewall opening mould are vertically connected with portion 632, and are vertically connected with portion 632 by sidewall opening mould and connect with side wall mould 61.
The evenly spaced side wall mould screw hole 611 vertical equipped with several columns of the side wall mould 61, the step mould are vertically connected with 622 He of portion
Sidewall opening mould is vertically connected with the 632 interconnecting piece screw holes 623 and interconnecting piece screw hole being provided with corresponding to side wall mould screw hole 611
633。
What is be also spaced between the inner sidewall mould and lateral wall mould is connected with several support rods 64.And at least in side wall mould 61
Side wall mould screw hole 611 at be provided with support rod 64, and 64 both ends of support rod at side wall mould screw hole 611 are connected with support plate
65, the support plate 65 can have the side wall mould screw hole 611 of bolt to block from outside to not connected, avoid slurry from side wall
Mould screw hole 611 leaks outward.
The present embodiment passes through the cooperation of side wall mould 61 and step mould 62 and sidewall opening mould 63, so that the step in gutter 5
54 and sidewall opening 55 have good contour structures and stable Forming Quality, avoid sidewall opening 55 by concrete slurry
Construction quality and efficiency is greatly improved in the problem of blocking and needing manual cleaning.
In the present embodiment ground structure, the edge in gutter is not provided with along each region, in bottom plate 2 and concrete
Antipriming is provided between surface layer 4, antipriming is specially the steel plate for sealing water 8 of stainless steel material, the steel plate for sealing water 8 and sheet
The water draining plate 3 in region is connected to, to obstruct the diffusion of the infiltration between bottom plate 2 and concrete topping 4.The steel plate for sealing water 8 is cut
Face is L-shaped structure, including horizontal part 81 and vertical portion 82, and vertical portion 82 is used for water blocking, and is fixed on pad by horizontal part 81
On layer.Specific fixed form are as follows: the horizontal part 81 is evenly provided with several screw holes 811 along longitudinal direction, and steel plate for sealing water 8 passes through
The expansion bolt 812 on bed course corresponding to screw hole 811 is arranged in be fixed on bed course 2；The height of steel plate for sealing water 8 is greater than water draining plate
3 height is provided with plucking band on the bottom plate 2 under steel plate for sealing water 8, structural adhesive layer 9 is equipped between plucking band and steel plate for sealing water 8.
Structure glue first can be directly applied on the plucking band for being provided with expansion bolt 812, then install by steel plate for sealing water 8 tight
Gu.
8 vertical portion of steel plate for sealing water is equipped with horizontal cushion cap 83 towards 3 side of water draining plate, and cushion cap 83 is close to water proof main body
The lower surface in portion 31, the upper surface of cushion cap 83 are equipped with several rules or irregular sharp portion 831.The effect of cushion cap 83 is can
To be bonded with the lower surface of water proof main part 31, the lower space that water draining plate 3 is penetrated into when concrete is poured is avoided, and it is sharp
Thorn portion 831 can be pierced into water proof main part 31 from lower part and avoid so that the connection of cushion cap 83 and water proof main part 31 is more stable
The possibility slipped, and further completely avoid the lower space that concrete enters water draining plate 3.
Water draining plate 3 is used directly for the remediation of basement infiltration, can be by the closed bottom of water draining plate protrusion 32
321 it is directed downwardly be covered on the basement bottom board 2 for having done water-proofing treatment, the edge of water draining plate 3 with provided around gutter 5
Furrow bank flush, steel mesh reinforcement 41 and casting concrete surface layer 4 are then laid on water draining plate 3, concrete enters protrusion 32
Space in, after to be dried, form concrete pillar in a large amount of protrusion 32, so that overall structure is stablized, have stronger
Effect of resist compression, and the runner of countless connections passed through for infiltration is formed between protrusion 32, and infiltration can be discharged into gutter 5
In, the water in gutter 5 is discharged into sump, is taken away by water pump, and the ground of the underground space can be kept to keep drying for a long time.
For the above-mentioned underground space can white-out infiltration ground structure construction method, the described method comprises the following steps:
S1: pouring for bed course 1 and bottom plate 2 is completed；
S2: defined area determines the trend in gutter 5, and 2 edge of the bottom plate cutting for setting gutter 5 is proposed in each region
The lower section in gutter 5 out, so that the elevation of bottom in gutter 5 is lower than 2 absolute altitude of bottom plate；
S3: it is laid with water draining plate 3 on a base plate 2, water draining plate 3 is flushed with the outer bank in gutter 5, and water draining plate 3 and region
Do not set between foundation, ramp bottom or the step bottom in 5 direction of gutter that there are band-like gaps 10 inside；
S4: laying steel mesh 4 on water draining plate 3, and steel mesh 4 is no more than corresponding draining on 5 direction of region internal drainage ditch
The outer bank of ditch 5；
S5: the template in gutter 5 is laid with, and the two sides furrow bank along gutter 5 is longitudinally laid with side template 61, in two side templates 61
Upper end and side template 61 on the outside of be close to fixed laying step mould 62；
S6: pouring reinforcement concrete surface layer 4 so that concrete topping 4 connect with gutter 5 and wall 7 it is integral；
S7: after concrete topping 4 reaches curing time, form removal completes the construction of ground structure.
In step S5 template be laid with when, the outer middle side part of outer side template 61 is close to therewith fixation be equipped with sidewall opening
Mould 63；The lower surface of sidewall opening mould 63 is placed on bottom plate 2, and the following table of 3 edge water proof main part 31 of water draining plate is close in upper surface
Face；Further include the steps that steel plate for sealing water 8 is installed between step S4 and S5, first on the bottom plate 2 between the band-like gap 10
Hair pulling treatment is carried out, plucking band is formed, the middle line along plucking band installs several expansion bolts 812；The surface layer of plucking band is cleared up
After clean, the smearing structure glue on plucking band forms structural adhesive layer 9, the steel plate for sealing water 8 of " L " type is finally passed through expansion bolt
812 are fixed on the plucking band of bottom plate 2.
When smearing structure glue-line 9, it can not only be applied on plucking band, can also extend outward, and can will erect
At the corner of wall 7 or ramp bottom or the bottom of the steps etc. paints structural adhesive layer 9 simultaneously, in this way can be further to straight wall 7
Etc. playing damp proof protective effect.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (9)
1. a kind of underground space can white-out infiltration ground structure, it is characterised in that: ground pavement is successively covered with pad from bottom to top
The surface layer of layer, bottom plate, water draining plate and armored concrete, each independent ground region are provided with several drainings along regional edge edge
Ditch, the gutter with region is connected with each other, and accesses nearest sump；The water draining plate includes water proof main part, Yi Jiyu
The integrally formed several hollow protrusions of water proof main part, the water draining plate keeps being connected to the gutter of one's respective area, with benefit
In rapid draining；It is not provided with the edge in gutter along each region, is provided with only between bottom plate and concrete topping
Water installations, the antipriming are connected to the water draining plate of one's respective area, are expanded to obstruct the infiltration between bottom plate and concrete topping
It dissipates.
2. the underground space according to claim 1 can white-out infiltration ground structure, it is characterised in that: the gutter
Bottom of trench absolute altitude is lower than the top surface absolute altitude of bottom plate；The water proof main part is rollable rectangle structure, and protrusion is uniformly regular
The side downward for being attached to the water proof main part；The protrusion includes blind end and open end, and closed end is located at protrusion
The evagination side in portion, and be equipped with horizontal closed bottom, open end is located at the other end of protrusion, and the opening of open end and every
Water main part is smoothly connected, and protrusion is circular cone structure, and the diameter of protrusion open end is less than the diameter of closed end.
3. the underground space according to claim 2 can white-out infiltration ground structure, it is characterised in that: the protrusion is pressed
It is regularly arranged according to the long side and broadside for being parallel to water draining plate, and a branch is provided between every four mutually adjacent protrusions
Dagger, support column and protrusion adjacent thereto are not in contact with each other, and flush on the outside of the bottom end of support column and the closed bottom of protrusion；
The support column includes principal post and uniformly dissipates the auxiliary column of arrangement around principal post.
4. the underground space according to claim 2 can white-out infiltration ground structure, it is characterised in that: exist close to water draining plate
Four edges are separately provided for mutually overlapped edge encryption unit, and the edge encryption unit in each direction includes 2-
3 rows or column are parallel to the protrusion at respective edge, and the protrusion of the edge encryption unit carries out encryption cloth in vertical and horizontal
It sets.
5. the underground space according to claim 2 can white-out infiltration ground structure, it is characterised in that: be parallel to water draining plate
Long side and broadside is evenly spaced is provided with several intermediate longitudinal encryption units and intermediate lateral encryption unit, it is described intermediate longitudinal plus
Compact part and intermediate lateral encryption unit include that 2-3 arranges protrusion parallel with long side and broadside respectively, intermediate longitudinal encryption
The protrusion of portion and intermediate lateral encryption unit carries out encryption arrangement in vertical and horizontal；The cross of all affiliated protrusions of encryption unit
The lateral dimension of the affiliated protrusion in non-encrypted portion is respectively less than to size.
6. the underground space according to claim 1 can white-out infiltration ground structure, it is characterised in that: the antipriming
Section for stainless steel steel plate for sealing water, the steel plate for sealing water is L-shaped structure, including horizontal part and vertical portion, vertical portion are used for
Water blocking, and be fixed on bed course by horizontal part.
7. the underground space according to claim 6 can white-out infiltration ground structure, it is characterised in that: the horizontal part edge
Longitudinally uniform to be provided with several screw holes, steel plate for sealing water passes through the expansion bolt being arranged on bed course corresponding to screw hole and is fixed on pad
On layer；The height of steel plate for sealing water is greater than the height of water draining plate, is provided with plucking band on the bottom plate under steel plate for sealing water, plucking band and only
Structural adhesive layer is equipped between water steel plate.
8. the underground space according to claim 7 can white-out infiltration ground structure, it is characterised in that: the steel plate for sealing water
Vertical portion is equipped with horizontal cushion cap towards water draining plate side, and the cushion cap is close to the lower surface of water proof main part.
9. the underground space according to claim 8 can white-out infiltration ground structure, it is characterised in that: the cushion cap it is upper
Surface is equipped with the sharp portion of several rules or irregular alignment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866201.3U CN208363508U (en) | 2018-06-06 | 2018-06-06 | The underground space can white-out infiltration ground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866201.3U CN208363508U (en) | 2018-06-06 | 2018-06-06 | The underground space can white-out infiltration ground structure |
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| Publication Number | Publication Date |
|---|---|
| CN208363508U true CN208363508U (en) | 2019-01-11 |
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ID=64931670
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820866201.3U Expired - Fee Related CN208363508U (en) | 2018-06-06 | 2018-06-06 | The underground space can white-out infiltration ground structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442649A (en) * | 2018-06-06 | 2018-08-24 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure and its construction method |
| CN114961164A (en) * | 2022-06-02 | 2022-08-30 | 北京三佳筑品建材有限公司 | Hydrophobic special-shaped floor for building construction |
-
2018
- 2018-06-06 CN CN201820866201.3U patent/CN208363508U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442649A (en) * | 2018-06-06 | 2018-08-24 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure and its construction method |
| CN108442649B (en) * | 2018-06-06 | 2024-01-26 | 中铁八局集团建筑工程有限公司 | Ground structure capable of draining and seeping water in underground space and construction method thereof |
| CN114961164A (en) * | 2022-06-02 | 2022-08-30 | 北京三佳筑品建材有限公司 | Hydrophobic special-shaped floor for building construction |
| CN114961164B (en) * | 2022-06-02 | 2023-09-01 | 北京三佳筑品建材有限公司 | Hydrophobic special-shaped floor for building construction |
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