CN108442649B - Ground structure capable of draining and seeping water in underground space and construction method thereof - Google Patents
Ground structure capable of draining and seeping water in underground space and construction method thereof Download PDFInfo
- Publication number
- CN108442649B CN108442649B CN201810572457.8A CN201810572457A CN108442649B CN 108442649 B CN108442649 B CN 108442649B CN 201810572457 A CN201810572457 A CN 201810572457A CN 108442649 B CN108442649 B CN 108442649B
- Authority
- CN
- China
- Prior art keywords
- water
- plate
- drainage
- ditch
- side wall
- 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.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 79
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000004567 concrete Substances 0.000 claims abstract description 25
- 239000002344 surface layer Substances 0.000 claims abstract description 25
- 239000010410 layer Substances 0.000 claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 8
- 230000002209 hydrophobic effect Effects 0.000 claims description 40
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 239000012790 adhesive layer Substances 0.000 claims description 6
- 230000008595 infiltration Effects 0.000 claims description 6
- 238000001764 infiltration Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000005871 repellent Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 238000005520 cutting process Methods 0.000 claims description 4
- 230000001788 irregular Effects 0.000 claims description 4
- 238000009792 diffusion process Methods 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 abstract description 2
- 230000009545 invasion Effects 0.000 abstract 1
- 239000012535 impurity Substances 0.000 description 5
- 238000007789 sealing Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
-
- 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
-
- 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)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Road Paving Structures (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a ground structure capable of draining and seeping water in an underground space and a construction method thereof.A ground pavement is sequentially paved with a cushion layer, a bottom plate, a drain board and a surface layer of reinforced concrete from bottom to top, each independent ground area is provided with a plurality of drainage ditches along the edge of the area, the drainage ditches in the same area are connected with each other, and the drainage ditches are connected with the nearest water collecting well; the drainage plate comprises a water-proof main body part and a plurality of hollow protruding parts integrally formed with the water-proof main body part, and the drainage plate is communicated with the drainage ditch of the area; and a water stopping device is arranged between the bottom plate and the concrete surface layer along the edge of each area where the drainage ditch is not arranged, and is communicated with the drainage plate in the area. The effective scheme for thoroughly solving the ground water seepage of the underground space is mainly provided for solving the problem of water-proof failure of the original ground pavement, and meanwhile, the invasion of water seepage to the wall body, the ramp or the bottom of the step in the area without the drainage ditch direction can be effectively prevented.
Description
Technical Field
The invention belongs to the technical field of drainage of constructional engineering, and particularly relates to a ground structure capable of draining water seepage in an underground space and a construction method thereof.
Background
With the development of society, people are expanding and developing underground spaces such as basement, underground parking lot, underground market, etc. more and more widely. In the development of related building engineering, the requirements of owners on construction quality are higher and higher, and particularly, the requirements on related waterproof are also stricter. In actual underground engineering construction, cracks can occur on the bottom plate of the waterproof layer due to influences of geological structures, improper construction and maintenance methods, quality fluctuation of raw materials, temperature, shrinkage and the like. And the bottom plate cracks are often difficult to avoid, so that water seepage is caused to different degrees, and engineering quality and engineering delivery are affected.
At present, the treatment measures after the occurrence of cracks mainly comprise plugging and arranging a broken stone hydrophobic layer on the bottom plate surface. The common plugging method is almost difficult to solve the problem at all, and the adoption of the broken stone hydrophobic layer has strict and more complex related construction requirements, and meanwhile, the cost problem is very outstanding. Therefore, how to provide a rapid and low-cost water seepage treatment scheme is urgent.
Disclosure of Invention
The invention aims at: the ground structure capable of draining and seeping water in the underground space and the construction method thereof are provided, and can be used for remedying the waterproof defect of the underground part in the construction engineering rapidly and with low cost.
The technical scheme of the invention is realized as follows: the ground pavement is sequentially paved with a cushion layer, a bottom plate, a drain board and a surface layer of reinforced concrete from bottom to top, a plurality of drainage ditches are arranged along the regional edge of each independent ground region, and the drainage ditches in the same region are connected with each other and are connected with the nearest water collecting well; the drainage plate comprises a water-proof main body part and a plurality of hollow protruding parts integrally formed with the water-proof main body part, and the drainage plate is communicated with the drainage ditch of the area so as to facilitate rapid drainage; the edge that does not set up the escape canal along every region is provided with sealing device between bottom plate and concrete surface course, sealing device and this regional hydrophobic board intercommunication for the infiltration diffusion between separation bottom plate and the concrete surface course.
According to the ground structure capable of draining and seeping water in the underground space, the elevation of the ditch bottom of the drainage ditch is lower than that of the top surface of the bottom plate; the waterproof main body part is of a curled rectangular structure, and the convex parts are uniformly and regularly attached to the downward side of the waterproof main body part; the bulge includes blind end and open end, and the blind end is located the evagination one side of bulge to be equipped with horizontally closed bottom, the open end is located the other end of bulge, and the opening of open end and water proof main part smooth connection, bulge are the truncated cone structure, and the diameter of bulge open end is less than the diameter of blind end.
According to the ground structure capable of draining water seepage of the underground space, the protruding parts are regularly arranged according to the long side and the wide side which are parallel to the hydrophobic plate, and a supporting column is arranged between every four protruding parts which are adjacent to each other, the supporting column is not contacted with the protruding parts adjacent to the supporting column, and the bottom ends of the supporting columns are flush with the outer sides of the closed bottoms of the protruding parts; the support column comprises a main column and auxiliary columns which are uniformly distributed around the main column.
The ground structure capable of draining water seepage in the underground space is characterized in that edge encryption parts which are used for being overlapped with each other are respectively arranged at four edges close to a water drainage plate, each edge encryption part in each direction comprises 2-3 rows or columns of protruding parts which are parallel to the respective edges, and the protruding parts of the edge encryption parts are arranged in an encryption mode in the longitudinal direction and the transverse direction.
The ground structure capable of draining water seepage in the underground space is characterized in that a plurality of middle longitudinal encryption parts and middle transverse encryption parts are uniformly arranged at intervals and parallel to the long side and the wide side of a water drainage plate, each middle longitudinal encryption part and each middle transverse encryption part comprises 2-3 rows of protruding parts which are respectively parallel to the long side and the wide side, and the protruding parts of each middle longitudinal encryption part and each middle transverse encryption part are arranged in an encryption mode in the longitudinal direction and the transverse direction; the lateral dimensions of the projections of all the encrypted portions are smaller than the lateral dimensions of the projections of the non-encrypted portions.
The invention relates to a ground structure capable of draining water seepage in an underground space, wherein the water stopping device is a stainless steel water stopping steel plate, the section of the water stopping steel plate is of an L-shaped structure, and the water stopping steel plate comprises a horizontal part and a vertical part, wherein the vertical part is used for water stopping and is fixed on a cushion layer through the horizontal part.
According to the ground structure capable of draining and seeping water in the underground space, the horizontal part is uniformly provided with a plurality of screw holes along the longitudinal direction, and the water-stopping steel plate is fixed on the cushion layer through expansion bolts corresponding to the screw holes; the height of the water-stopping steel plate is larger than that of the water-draining plate, a napping belt is arranged on the bottom plate below the water-stopping steel plate, and a structural adhesive layer is arranged between the napping belt and the water-stopping steel plate.
According to the ground structure capable of draining water seepage of the underground space, one side of the vertical part of the water stop steel plate, which faces the water stop plate, is provided with the horizontal bearing platform, the bearing platform is tightly attached to the lower surface of the water stop main body part, and the upper surface of the bearing platform is provided with the plurality of regular or irregular spike parts.
A method of constructing a ground structure for a hydrophobic drainage of water in an underground space, the method comprising the steps of:
s1: pouring the cushion layer and the bottom plate;
s2: defining areas, determining the trend of the drainage ditch, and cutting the lower section of the drainage ditch at the edge of the bottom plate of each area where the drainage ditch is to be arranged, so that the elevation of the bottom of the drainage ditch is lower than the elevation of the bottom plate;
s3: a drain plate is paved on the bottom plate, the drain plate is flush with the outer ditch edge of the drainage ditch, and a strip-shaped gap exists between the drain plate and a basement, a ramp bottom or a step bottom which is not provided with the drainage ditch direction in the area;
s4: arranging a reinforcing mesh on the drain plate, wherein the reinforcing mesh does not exceed the outer ditch edge of the corresponding drain ditch in the direction of the drain ditch in the area;
s5: paving a drainage ditch template, longitudinally paving side wall molds along two side ditch walls of the drainage ditch, and tightly and fixedly paving step molds at the upper ends of the two side wall molds and the outer sides of the side wall molds;
s6: pouring a reinforced concrete surface layer to enable the concrete surface layer to be connected with the drainage ditch and the vertical wall into a whole;
s7: and after the concrete surface layer reaches the curing time, removing the template to finish the construction of the ground structure.
According to the construction method of the ground structure capable of draining water seepage in the underground space, when the mould is paved in the step S5, a side wall opening mould is paved on the middle part of the outer side of the side wall mould and is tightly attached to the middle part of the outer side of the side wall mould; the lower surface of the side wall opening die is arranged on the bottom plate, and the upper surface is clung to the lower surface of the water-proof main body part at the edge of the hydrophobic plate; step S4 and S5 also include the step of installing the water-stop steel plate, carry on the napping treatment on the base plate between the said banded interval at first, form the napping tape, install several expansion bolts along the central line of the napping tape; after the surface layer of the napping belt is cleaned, structural adhesive is smeared on the napping belt, and finally, an L-shaped water stop steel plate is fixed on the napping belt of the bottom plate through expansion bolts.
The beneficial effects of the invention are as follows: aiming at the problem of failure of water prevention of the original ground pavement, a solution is provided for thoroughly solving the ground water seepage of the underground space, the water seepage can be smoothly guided to a drainage ditch and collected in a water collecting well, and the water can be discharged to the ground from the water collecting well through a water pump; solves the problems of the prior local leakage and the influence on the delivery and the use of the construction engineering; the drainage structure has the advantages of low cost, convenient site construction, regional construction, strong adaptability to various water seepage environments and capability of remarkably improving the use standard of underground buildings.
Aiming at the problems that the existing hydrophobic plate made of plastic is insufficient in vertical strength, deformation is caused in construction, and construction quality is affected, the longitudinal supporting force is increased by arranging the supporting columns; meanwhile, the edge encryption parts are arranged at the edge parts, and the middle longitudinal or transverse encryption parts are arranged at intervals, so that the connection between the adjacent hydrophobic plates and the hydrophobic construction at various special-shaped floors have stronger adaptability, and the construction efficiency and the construction quality are improved; the bulge of hydrophobic board is the circular truncated cone structure, and the diameter of bulge open end is less than the diameter of blind end, and the diameter of bulge 32 open end is less than the diameter of blind end aim at for the runner between the adjacent bulge is the trapezoidal structure that big-end down, makes when the water yield is less, runner lower part size also correspondingly less, and the flow velocity is corresponding to be increased, avoids the impurity that probably exists in the water to form impurity precipitation because the velocity of flow is too slow, blocks up partial hole.
The water stop steel plates are arranged in each area in the direction without the drainage ditch, so that water seepage can be avoided to diffuse to the directions of the basement, the ramp bottom and the step bottom, the waterproof effect is better and more thorough, the basement, the ramp bottom and the step bottom are kept dry, and the influence of a humid environment on the main structure of the underground part of the building is avoided.
Drawings
FIG. 1 is a schematic view of a water-permeable floor structure according to the present invention;
FIG. 2 is a schematic diagram of a casting formwork structure of the water-permeable ground structure capable of being dredged;
FIG. 3 is a schematic view of a hydrophobic plate with support posts according to the present invention;
FIG. 4 is a schematic view of a protrusion of a hydrophobic plate according to the present invention;
FIG. 5 is a schematic view of a support column of the hydrophobic plate of the present invention;
FIG. 6 is a top view of a hydrophobic plate with an encryption section according to the present invention;
FIG. 7 is a front view of a hydrophobic plate with an encryption section of the present invention;
FIG. 8 is a front view of a side wall mold of the present invention;
FIG. 9 is a front view of the step die of the present invention;
FIG. 10 is a side view of the step die of the present invention;
FIG. 11 is a front view of a sidewall opening die of the present invention;
FIG. 12 is a side view of a sidewall opening die of the present invention;
FIG. 13 is a view showing an installation state of the water stop steel plate of the present invention;
FIG. 14 is a sectional view of a water stop steel sheet of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present technology will be described in further detail with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
As shown in the figure, the ground structure of the underground space capable of draining water seepage is formed by sequentially laying a cushion layer 1, a bottom plate 2, a water drain plate 3 and a concrete surface layer 4 from bottom to top, the ground pavement is provided with a plurality of drainage ditches 5 along the edge of a vertical wall 7, the drainage ditches 5 positioned in the same area are connected with each other, and the drainage ditches 5 in each area are connected with a water collecting well; the water-repellent board 3 comprises a water-repellent main body 31 and a plurality of hollow protruding parts 32 integrally formed with the water-repellent main body 31, the water-repellent main body 31 is in a curled rectangular structure, and the protruding parts 32 are uniformly and regularly attached to the downward side of the water-repellent main body 31; the protruding part 32 comprises a closed end and an open end 322, the closed end is positioned on the protruding side of the protruding part 32 and is provided with a horizontal closed bottom 321, the open end is positioned at the other end of the protruding part 32, the open end 322 of the open end is smoothly connected with the waterproof main body part 31, the protruding part 32 is in a cone frustum structure, and the diameter of the open end of the protruding part 32 is smaller than that of the closed end; the drain plates 3 are communicated with the drain ditch 5 in the area so as to facilitate rapid drainage. The diameter of the opening end of the protruding part 32 is smaller than that of the closed end, so that the flow channel between the adjacent protruding parts 32 is of a trapezoid structure with a smaller bottom and a larger top, and when the water quantity is smaller, the lower part of the flow channel is correspondingly smaller, the flow speed is correspondingly increased, and impurities possibly existing in water are prevented from forming impurity precipitation due to too low flow speed, and part of holes are blocked.
The elevation of the bottom of the drainage ditch 5 is lower than the elevation of the top surface of the bottom plate 2. The purpose of this is that the water level in the drain is guaranteed to be lower than the closed bottom 321 of the bulge of the drain plate for the most of time, so that when the water level of the drain 5 rises, water accumulation is avoided in the space of the lower runner of the drain plate 3, and impurity precipitation is avoided.
The net-shaped steel bars 41 are arranged in the concrete surface layer 4, and when the concrete surface layer 4 is poured, the net-shaped steel bars 41 can be directly placed on the hydrophobic plate or higher than the top elevation of the hydrophobic plate. The arrangement of the mesh reinforcement 41 makes the concrete surface layer 4 have the advantage of reinforced concrete, and strengthens the surface layer strength.
The convex parts 32 are regularly arranged in parallel with the long side and the wide side of the hydrophobic plate 3, and a supporting column 33 is arranged between every four mutually adjacent convex parts 32, the supporting column 33 and the convex parts 32 adjacent to the supporting column 33 are not contacted with each other, and the bottom ends of the supporting columns 33 are flush with the outer side of the closed bottom of the convex parts 32. The support column 33 may be a solid cylinder structure or a composite structure, for example, the support column 33 includes a main column 331 and auxiliary columns 332 uniformly arranged around the main column 331 in a divergent manner, and four auxiliary columns 332 may be further arranged around the main column 331, so that the cross section of the support column becomes a cross structure. The support column 33 is designed into a composite structure, which is beneficial to strengthening the longitudinal supporting force and saving the consumption of raw materials.
The hydrophobic plate 3 is provided with edge encryption parts I for overlapping each other at four edges, the edge encryption parts I in each direction comprise 2-3 rows or columns of protruding parts 32 parallel to the respective edges, and the protruding parts 32 of the edge encryption parts I are arranged in an encryption manner in the longitudinal direction and the transverse direction. The arrangement of the edge encryption part I can be infinitely extended in a spacious basement or other use places, and the bulge 32 arranged in an encryption way at the edge between the two hydrophobic plates 3 is overlapped by the encryption arrangement, so that the connection at the joint is more stable.
A plurality of middle longitudinal encryption parts II are uniformly arranged at intervals parallel to the long sides of the hydrophobic plate 3, each middle longitudinal encryption part II comprises 2-3 rows of protruding parts 32 parallel to the long sides, and the protruding parts 32 of each middle longitudinal encryption part II are arranged in an encryption mode in the longitudinal direction and the transverse direction. Correspondingly, a plurality of middle transverse encryption parts III are uniformly arranged at intervals parallel to the wide edge of the hydrophobic plate 3, each middle transverse encryption part III comprises 2-3 rows of convex parts 32 parallel to the wide edge, and the convex parts 32 of the middle transverse encryption parts III are arranged in an encryption mode in the longitudinal direction and the transverse direction. At the edges or corners of some using places, due to the factors such as irregular shapes, the hydrophobic plate needs to be cut longitudinally or transversely and then lapped, so that the adaptability of the hydrophobic plate 3 is fully enhanced by arranging the middle longitudinal encryption part II and the middle transverse encryption part III, and the on-site cutting and lapping are more convenient and quicker.
The lateral dimensions of the projections 32 of all the encrypted portions are smaller than the lateral dimensions of the projections 32 of the non-encrypted portions. In this way, the number of projections 32 that can be arranged at the encryption portion is greater, and the stability of the connection can be further increased.
The hydrophobic plate in this embodiment is made of high density polyethylene, and the protrusions 32 have a desirable strength structure when the height is set to 12-18 mm.
The drainage ditch 5 comprises a ditch bottom 51, side walls (comprising an outer side wall 52 and an inner side wall 53) and a step 54 positioned on the upper edges of the outer side wall and the inner side wall and used for installing a ditch cover plate, the outer side wall 52 is provided with a side wall opening 55 along the longitudinal direction of the drainage ditch, and the drainage coiled material is communicated with the drainage ditch 5 through the side wall opening 55 so as to facilitate rapid drainage; the drain pouring formwork comprises a side wall mold 61, a step mold 62 and a side wall opening mold 63, wherein the side wall mold 61 is used for forming the outer side wall 52 and the inner side wall 53, the step mold 62 is matched with the side wall mold 61 for forming the step 54, and the side wall opening mold 63 is matched with the side wall mold 61 for forming the side wall opening 55.
The step die 62 is tightly attached to the outer side of the side wall die 61, the lower end surface level of the step die 62 is lower than the level of the concrete surface layer 4, and the height difference is the height of the step 54; the side wall opening mold 63 is closely attached to the waist portion outside the side wall mold 61, the lower end face of the side wall opening mold 63 is closely attached to the bottom plate 2, and the upper end face is closely attached to the lower surface of the edge of the water-blocking body 31 of the drain coil. Thus, when pouring is prevented, concrete slurry leaks into the space between the bottom plate 2 and the water-proof main body part 31 to block the side wall opening 55, and the appearance and strength quality of the side wall opening 55 are ensured.
The side wall mold 61, the step mold 62 and the side wall opening mold 63 may be made of wood, and after the relative positions of the side wall mold 61 and the step mold 62 and the side wall opening mold 63 are adjusted, the side wall mold 61 and the step mold 62 may be connected and fixed by a nail gun.
Furthermore, the templates can be made of aluminum alloy materials. The side wall opening die 63 and the step die 62 are both connected with the side wall die 61 by bolts, and the relative heights of the side wall opening die 63 and the step die 62 with respect to the upper edge of the side wall die 61 can be freely adjusted. Specifically, the step die 62 of the aluminum alloy includes a step die main body 621 and a step die up-down connection portion 622, and is connected to the side wall die 61 through the step die up-down connection portion 622; the side wall opening mold 63 of aluminum alloy includes a side wall opening mold main body 631 and side wall opening mold up-and-down connection portions 632, and is connected to the side wall mold 61 through the side wall opening mold up-and-down connection portions 632. The side wall mold 61 is provided with a plurality of vertical side wall mold screw holes 611 at uniform intervals, and the upper and lower connecting parts 622 of the step mold and the upper and lower connecting parts 632 of the side wall opening mold are respectively provided with a connecting part screw hole 623 and a connecting part screw hole 633 corresponding to the side wall mold screw holes 611.
A plurality of support bars 64 are also connected between the two side wall molds 61 at intervals. And at least the side wall mould screw hole 611 of the side wall mould 61 is provided with a supporting rod 64, and two ends of the supporting rod 64 at the side wall mould screw hole 611 are connected with a supporting plate 65, the supporting plate 65 can plug the side wall mould screw hole 611 which is not connected with a bolt from the outside, and slurry is prevented from leaking outwards from the side wall mould screw hole 611.
According to the embodiment, the side wall mold 61 is matched with the step mold 62 and the side wall opening mold 63, so that the step 54 and the side wall opening 55 of the drainage ditch 5 have good appearance structures and stable forming quality, the problem that the side wall opening 55 is blocked by concrete slurry and needs manual cleaning is avoided, and the construction quality and efficiency are greatly improved.
In the ground structure of this embodiment, the border department that does not set up the escape canal along every region is provided with sealing device between bottom plate 2 and concrete surface course 4, and sealing device is the water-stop steel sheet 8 of stainless steel material specifically, water-stop steel sheet 8 communicates with the hydrophobic board 3 in this region for the infiltration diffusion between separation bottom plate 2 and the concrete surface course 4. The water stop steel plate 8 has an L-shaped cross section and comprises a horizontal part 81 and a vertical part 82, wherein the vertical part 82 is used for retaining water and is fixed on a cushion layer through the horizontal part 81. The specific fixing mode is as follows: the horizontal part 81 is uniformly provided with a plurality of screw holes 811 along the longitudinal direction, and the water-stop steel plate 8 is fixed on the cushion layer through expansion bolts 812 which are arranged on the cushion layer and correspond to the screw holes 811; the height of the water-stopping steel plate 8 is larger than that of the water-draining plate 3, a napping belt is arranged on the bottom plate 2 below the water-stopping steel plate 8, and a structural adhesive layer 9 is arranged between the napping belt and the water-stopping steel plate 8. The structural adhesive can be directly smeared on the napped belt provided with the expansion bolts 812, and then the water-stop steel plate 8 is installed and fastened.
The vertical portion of the water stop steel plate 8 is provided with a horizontal bearing platform 83 facing the water drain plate 3, the bearing platform 83 is tightly attached to the lower surface of the water stop main body portion 31, and the upper surface of the bearing platform 83 is provided with a plurality of regular or irregular spike portions 831. The function of the bearing platform 83 is that the bearing platform 83 can be attached to the lower surface of the waterproof main body 31, so that the lower space of the hydrophobic plate 3 is prevented from being permeated when concrete is poured, and the spike portion 831 can penetrate into the waterproof main body 31 from the lower portion, so that the connection between the bearing platform 83 and the waterproof main body 31 is more stable, the possibility of slipping is avoided, and the lower space of the hydrophobic plate 3 is further completely prevented from being permeated by concrete.
The hydrophobic plate 3 can be directly used for repairing basement infiltration, the closed bottom 321 of the hydrophobic plate bulge 32 can be fully distributed on the basement bottom plate 2 which is subjected to waterproof treatment, the edge of the hydrophobic plate 3 is flush with the ditch wall of the drainage ditch 5 arranged around, then the reticular steel bars 41 are distributed on the hydrophobic plate 3, the concrete surface layer 4 is poured, the concrete enters the space of the bulge 32, after the concrete is dried, a large number of concrete struts are formed in the bulge 32, so that the whole structure is stable, the compression effect is strong, innumerable connected channels for infiltration are formed among the bulge 32, the infiltration can be discharged into the drainage ditch 5, the water in the drainage ditch 5 is discharged into a water collecting well, and the ground of the underground space can be kept dry for a long time by pumping away by a water pump.
The construction method for the ground structure capable of draining water seepage of the underground space comprises the following steps:
s1: pouring the cushion layer 1 and the bottom plate 2;
s2: dividing areas, determining the trend of the drainage ditch 5, and cutting the lower section of the drainage ditch 5 at the edge of the bottom plate 2 where the drainage ditch 5 is to be arranged in each area, so that the elevation of the bottom of the drainage ditch 5 is lower than the elevation of the bottom plate 2;
s3: a drain plate 3 is paved on the bottom plate 2, the drain plate 3 is flush with the outer ditch edge of the drain ditch 5, and a strip-shaped gap 10 exists between the drain plate 3 and a basement, a ramp bottom or a step bottom which is not provided with the drain ditch 5 in the area;
s4: arranging a reinforcing mesh on the drain plate 3, wherein the reinforcing mesh does not exceed the outer ditch edge of the corresponding drain ditch 5 in the direction of the drain ditch 5 in the area;
s5: the template of the drainage ditch 5 is paved, the side wall molds 61 are longitudinally paved along the two side ditch walls of the drainage ditch 5, and the paving step molds 62 are tightly attached and fixed with the outer sides of the side wall molds 61 at the upper ends of the two side wall molds 61;
s6: pouring the reinforced concrete surface layer 4 so that the reinforced concrete surface layer 4 is connected with the drainage ditch 5 and the vertical wall 7 into a whole;
s7: and after the concrete surface layer 4 reaches the curing time, removing the template to finish the construction of the ground structure.
In step S5, a sidewall opening mold 63 is laid in the middle of the outer side of the sidewall mold 61 and is tightly fixed to the sidewall mold; the lower surface of the side wall opening die 63 is arranged on the bottom plate 2, and the upper surface is clung to the lower surface of the water-proof main body 31 along the edge of the water-proof plate 3; the step S4 and the step S5 further comprise the step of installing a water stop steel plate 8, wherein napping treatment is firstly carried out on the bottom plate 2 between the strip gaps 10 to form napping strips, and a plurality of expansion bolts 812 are installed along the central line of the napping strips; after the surface layer of the napping belt is cleaned, structural adhesive is smeared on the napping belt to form a structural adhesive layer 9, and finally an L-shaped water stop steel plate 8 is fixed on the napping belt of the bottom plate 2 through expansion bolts 812.
When the structural adhesive layer 9 is coated, the adhesive can be coated on the napping belt, can extend outwards, and can be used for brushing the structural adhesive layer 9 at the corner of the vertical wall 7 or at the bottom of a ramp or the bottom of a step and the like, so that the vertical wall 7 and the like can be further protected from moisture.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (6)
1. The utility model provides a but ground structure of secret space drainage infiltration which characterized in that: the ground pavement is sequentially paved with a cushion layer, a bottom plate, a drain board and a surface layer of reinforced concrete from bottom to top, a plurality of drainage ditches are arranged along the regional edge of each independent ground region, the drainage ditches in the same region are connected with each other, and the nearest water collecting well is accessed; the drainage plate comprises a water-proof main body part and a plurality of hollow protruding parts integrally formed with the water-proof main body part, and the drainage plate is communicated with the drainage ditch of the area so as to facilitate rapid drainage; a water stopping device is arranged between the bottom plate and the concrete surface layer along the edge of each area where the drainage ditch is not arranged, and is communicated with the drainage plate of the area so as to prevent water seepage and diffusion between the bottom plate and the concrete surface layer;
the elevation of the bottom of the drainage ditch is lower than that of the top surface of the bottom plate; the waterproof main body part is of a curled rectangular structure, and the convex parts are uniformly and regularly attached to the downward side of the waterproof main body part; the bulge comprises a closed end and an open end, the closed end is positioned on the convex side of the bulge and is provided with a horizontal closed bottom, the open end is positioned at the other end of the bulge, the opening of the open end is smoothly connected with the water-proof main body part, the bulge is in a truncated cone structure, and the diameter of the open end of the bulge is smaller than that of the closed end;
the water stopping device is a stainless steel water stopping steel plate, the cross section of the water stopping steel plate is of an L-shaped structure and comprises a horizontal part and a vertical part, and the vertical part is used for stopping water and is fixed on the cushion layer through the horizontal part;
the horizontal part is uniformly provided with a plurality of screw holes along the longitudinal direction, and the water stop steel plate is fixed on the cushion layer through expansion bolts corresponding to the screw holes; the height of the water-stopping steel plate is larger than that of the water-draining plate, a napping belt is arranged on a bottom plate below the water-stopping steel plate, and a structural adhesive layer is arranged between the napping belt and the water-stopping steel plate;
the vertical portion of stagnant water steel sheet is equipped with horizontal cushion cap towards hydrophobic board one side, and the cushion cap is hugged closely the lower surface of water proof main part, and the upper surface of cushion cap is equipped with a plurality of regulation or irregular spike portion.
2. The ground structure of the hydrophobic and water permeable underground space according to claim 1, wherein: the convex parts are regularly arranged according to long edges and wide edges which are parallel to the hydrophobic plate, a supporting column is arranged between every two adjacent convex parts, the supporting column is not contacted with the adjacent convex parts, and the bottom ends of the supporting columns are flush with the outer side of the closed bottom of the convex parts; the support column comprises a main column and auxiliary columns which are uniformly distributed around the main column.
3. The ground structure of the hydrophobic and water permeable underground space according to claim 1, wherein: the edge encryption parts which are used for being overlapped with each other are respectively arranged at four edges close to the hydrophobic plate, each edge encryption part in each direction comprises 2-3 rows or columns of protruding parts which are parallel to the respective edges, and the protruding parts of the edge encryption parts are arranged in an encryption mode in the longitudinal direction and the transverse direction.
4. The ground structure of the hydrophobic and water permeable underground space according to claim 1, wherein: a plurality of middle longitudinal encryption parts and middle transverse encryption parts are uniformly arranged at intervals parallel to the long side and the wide side of the hydrophobic plate, each middle longitudinal encryption part and each middle transverse encryption part comprises 2-3 rows of protruding parts which are respectively parallel to the long side and the wide side, and the protruding parts of each middle longitudinal encryption part and each middle transverse encryption part are arranged in an encryption mode in the longitudinal direction and the transverse direction; the lateral dimensions of the projections of all the encrypted portions are smaller than the lateral dimensions of the projections of the non-encrypted portions.
5. A method of constructing a ground structure for a subterranean space which is water-repellent by using the ground structure for a subterranean space according to claim 1, comprising the steps of:
s1: pouring the cushion layer and the bottom plate;
s2: defining areas, determining the trend of the drainage ditch, and cutting the lower section of the drainage ditch at the edge of the bottom plate of each area where the drainage ditch is to be arranged, so that the elevation of the bottom of the drainage ditch is lower than the elevation of the bottom plate;
s3: a drain plate is paved on the bottom plate, the drain plate is flush with the outer ditch edge of the drainage ditch, and a strip-shaped gap exists between the drain plate and a basement, a ramp bottom or a step bottom which is not provided with the drainage ditch direction in the area;
s4: arranging a reinforcing mesh on the drain plate, wherein the reinforcing mesh does not exceed the outer ditch edge of the corresponding drain ditch in the direction of the drain ditch in the area;
s5: paving a drainage ditch template, longitudinally paving side wall molds along two side ditch walls of the drainage ditch, and tightly and fixedly paving step molds at the upper ends of the two side wall molds and the outer sides of the side wall molds;
s6: pouring a reinforced concrete surface layer to enable the concrete surface layer to be connected with the drainage ditch and the vertical wall into a whole;
s7: and after the concrete surface layer reaches the curing time, removing the template to finish the construction of the ground structure.
6. The construction method of the ground structure capable of draining water seepage for the underground space according to claim 5, wherein the construction method comprises the following steps: in the step S5, when the mould is paved, a side wall opening mould is paved on the middle part of the outer side of the side wall mould and is tightly fixed with the side wall mould; the lower surface of the side wall opening die is arranged on the bottom plate, and the upper surface is clung to the lower surface of the water-proof main body part at the edge of the hydrophobic plate;
step S4 and S5 also include the step of installing the water-stop steel plate, carry on the napping treatment on the base plate between the said banded interval at first, form the napping tape, install several expansion bolts along the central line of the napping tape; after the surface layer of the napping belt is cleaned, structural adhesive is smeared on the napping belt, and finally, an L-shaped water stop steel plate is fixed on the napping belt of the bottom plate through expansion bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810572457.8A CN108442649B (en) | 2018-06-06 | 2018-06-06 | Ground structure capable of draining and seeping water in underground space and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810572457.8A CN108442649B (en) | 2018-06-06 | 2018-06-06 | Ground structure capable of draining and seeping water in underground space and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108442649A CN108442649A (en) | 2018-08-24 |
| CN108442649B true CN108442649B (en) | 2024-01-26 |
Family
ID=63206114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810572457.8A Active CN108442649B (en) | 2018-06-06 | 2018-06-06 | Ground structure capable of draining and seeping water in underground space and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108442649B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110017025B (en) * | 2019-04-24 | 2021-01-08 | 佛山市顺德区海瑞斯装饰工程有限公司 | Paving process for corridor stone floor |
| CN114562041B (en) * | 2022-04-06 | 2023-05-02 | 南通理工学院 | Anti-seepage structure using precast concrete member |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5775039A (en) * | 1996-05-08 | 1998-07-07 | Glenna Sue Bruns | Drainage device |
| CN201148610Y (en) * | 2007-12-29 | 2008-11-12 | 深圳市绿境达科技有限公司 | Water storing and draining plate |
| KR20120111017A (en) * | 2011-03-31 | 2012-10-10 | 홍종인 | Apparatus for draining subsurface water |
| CN105089072A (en) * | 2015-09-15 | 2015-11-25 | 四川省建筑科学研究院 | Anti-seepage structure of basement bottom board and construction method |
| CN205604274U (en) * | 2016-04-22 | 2016-09-28 | 冯德刚 | Drainage system is held to irrigation canals and ditches formula |
| CN106759408A (en) * | 2015-11-25 | 2017-05-31 | 黑龙江万向鹏程科技发展有限公司 | Improved drainage arrangement and method |
| CN207118351U (en) * | 2017-05-05 | 2018-03-20 | 刘泓运 | Nursery bottom water draining plate |
| CN208363508U (en) * | 2018-06-06 | 2019-01-11 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6672016B2 (en) * | 2001-03-30 | 2004-01-06 | Lawrence M. Janesky | Wall and sub-floor water drain barrier panel for basement water-control systems |
| US8590213B2 (en) * | 2010-10-29 | 2013-11-26 | Isela Chavez-Chiriboga | Apparatus and method for waterproofing a basement |
-
2018
- 2018-06-06 CN CN201810572457.8A patent/CN108442649B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5775039A (en) * | 1996-05-08 | 1998-07-07 | Glenna Sue Bruns | Drainage device |
| CN201148610Y (en) * | 2007-12-29 | 2008-11-12 | 深圳市绿境达科技有限公司 | Water storing and draining plate |
| KR20120111017A (en) * | 2011-03-31 | 2012-10-10 | 홍종인 | Apparatus for draining subsurface water |
| CN105089072A (en) * | 2015-09-15 | 2015-11-25 | 四川省建筑科学研究院 | Anti-seepage structure of basement bottom board and construction method |
| CN106759408A (en) * | 2015-11-25 | 2017-05-31 | 黑龙江万向鹏程科技发展有限公司 | Improved drainage arrangement and method |
| CN205604274U (en) * | 2016-04-22 | 2016-09-28 | 冯德刚 | Drainage system is held to irrigation canals and ditches formula |
| CN207118351U (en) * | 2017-05-05 | 2018-03-20 | 刘泓运 | Nursery bottom water draining plate |
| CN208363508U (en) * | 2018-06-06 | 2019-01-11 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108442649A (en) | 2018-08-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20050198916A1 (en) | Wall and sub-floor water drain panel assembly for basement water-control | |
| CN103276858B (en) | Drainage structure for inverted roof and construction method of drainage structure | |
| CN110878700A (en) | Tunnel waterproof structure and construction method thereof | |
| CN104878783A (en) | Super-long basement concrete base plate deformation joint leakage prevention and leakage treatment method | |
| CN108442649B (en) | Ground structure capable of draining and seeping water in underground space and construction method thereof | |
| CN113175163A (en) | Construction method of integrated roof node structure | |
| CN211972965U (en) | Permeable pavement flat kerb drainage system | |
| CN110295630B (en) | Multilayer constraint anti-leakage post-pouring belt structure | |
| CN210713552U (en) | Roof structure with inverted concrete slab protection layer | |
| CN104818670B (en) | The water proof structure of high speed railway fragments-free concrete bridge continuous concrete guidance tape system | |
| KR20140139217A (en) | Concrete protection wall with linear drainage functions and construction method thereof | |
| CN210636467U (en) | Post-cast strip structure of multilayer restraint antiseep | |
| CN208363508U (en) | The underground space can white-out infiltration ground structure | |
| CN216340909U (en) | Novel advanced water stopping device and system for roof post-cast strip of garage | |
| CN111058467B (en) | Basement backwater surface waterproof drainage structure and construction method | |
| CN212926518U (en) | Water leakage prevention structure at deformation joint of outdoor balcony of building | |
| CN210238812U (en) | Toilet ground anti-leakage construction system based on BIM | |
| CN212223970U (en) | Prefabricated apron post-cast strip stagnant water temporary enclosed construction | |
| CN112796349A (en) | Socket type garage ground drainage and anti-cracking strip | |
| CN110565699A (en) | box culvert type basement automobile ramp bottom plate settlement joint construction method | |
| CN219973299U (en) | Prefabricated assembled basement roof post-cast strip advanced sealing structure | |
| CN220790134U (en) | Horizontal deformation joint embedded flat structure of roof | |
| CN214089301U (en) | Can have enough to meet need prefabricated road plate escape canal subassembly | |
| CN217652035U (en) | A hidden drainage structures for face brick seam | |
| CN213926386U (en) | Floor post-cast strip construction joint seepage prevention structure |
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 | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20231203 Address after: 611731 No.100, North Section 2, 1st ring road, Jinniu District, Chengdu City, Sichuan Province Applicant after: CONSTRUCTION COMPANY OF CHINA RAILWAY NO.8 ENGNEERING GROUP Co.,Ltd. Address before: 610000 No.4, northwest Qiaodong street, Jinniu District, Chengdu, Sichuan Province Applicant before: NO 4 ENGINEERING CO.,LTD. OF CHINA RAILWAY NO 8 BUREAU |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |