(57) Abstract:The invention relates to protective devices from groundwater, in particular drainage devices. To reduce the labor required for the construction of drainage device wall it is formed of Spontin, the upper and lower parts are made of thick concrete, and the average of the porous concrete. Between the lower and middle parts is a horizontal groove formed in the wall of the through-discharging channel. Reduces the complexity of construction. 2 Il. The invention relates to a protective walls, in particular drainage devices.Known protective wall consisting of rows of piles; between the rows of piles placed drainage trench, the edges of which abut drainage wells  .The disadvantage of this wall is the complexity and mnogodelnosti design, including drainage trench.Also known drainage device containing the draining wall of the plates in the system, diverting drainage, adopted for the prototype .A disadvantage of the known device is the complexity of its construction, as required hotcopy trench with fastening walls and dewatering.the device, includes composite drainage wall system and the drainage outlet, a wall formed of Spontin, the upper and lower parts are made of thick concrete, and the middle - of draining porous concrete, between the middle and lower parts is a horizontal groove formed in the wall of the through-discharging channel.The novelty of the claimed proposal due to the fact that due to the design features of the drainage wall is formed by immersion of the sheet than can be achieved reducing the complexity of the device horizontal drains, expansion opportunities draining relatively deep levels without the use of underground ways of laying drainage adits and galleries, eliminating the need for costly works on securing the walls of the trenches and dewatering.According to the patent and technical literature is not detected by the claimed combination of features that allows us to judge the materiality of the claimed features.In Fig. 1 shows a portion of the drainage device of Fig. 2 - projection of Spontini, including upper and lower part, made of thick concrete and the middle part of the porous concrete.Drainage device PE 2 and lower part 3 of Spontin made of dense concrete, while the average 4 - from draining porous concrete. Between the bottom 3 and secondary 4 parts is a horizontal groove 5, formed in the wall of the through-discharging channel.The drainage device is constructed and operates as follows.On the site where you want to hold water or to intercept and divert groundwater flow in conditions, when the passage of the trench is connected with the necessity of fastening, and the drainage device is possible only under condition of preliminary dewatering, since the terrain or from the recipient device, and submerged piling or vibration each other of spuntini 1, forming a drainage wall, controlling the matching slots 5 and providing the slope of the end-to-end discharging channel that goes to the recipient. The lower part 3 of Spontin deepened in the confining bed and the average offer in the aquifer. Due to the difference of the conductivity in the draining part of the wall having a line of depression and dewatering. Drainage device comprising a composite drainage wall system and diverting drainage, characterized in that the wall consists of Spontin, the upper and lower parts are made of thick concrete, and the middle - of pores is in the wall through horizontal discharging channel.
FIELD: oil industry, particularly oil-field construction, namely to built storage pit adapted for oil-drilling waste storage.
SUBSTANCE: method involves digging out ground; erecting banking; forming waterproofing screen of film material with weld seams; connecting polymeric adhesive strips to back film side transversely to weld seams facing outwards so that space between strips is not more than 3 m and strip ends extend over outer screen surface, wherein the waterproofing screen has ample size; securing one end of waterproofing screen on pit edge by shackles and covering thereof with ground along the full pit edge; gradually laying unstrained waterproofing screen on pit bottom and side walls to reach opposite pit edge so that weld seams face outwards; loading screen edges across the full width and forming pleat at pit edge along the full perimeter thereof; securing the pleat with ground; fastening free edges of laid waterproofing screen along the full pit perimeter with shackles and covering thereof with ground; folding free screen edges in two in shackle installation areas and placing cantledge on pit bottom along the full perimeter thereof; placing textile protective screens over rocky ground zones. The waterproofing screen dimensions may be determined from given relation.
EFFECT: increased liquid product storage reliability.
2 dwg, 1 ex
FIELD: chemical industry; other industries; methods of production of the waterproofing materials in the sheet shape.
SUBSTANCE: the invention presents the method of production of the waterproofing materials in the sheet shape, which is used for facing of the ponds, lakes and the refuse dumps provides for disposition of the central layer containing the capable to swelling bentonite between appropriate carrying layers, and joining of the carrying layers by the ultrasonic welding in the intervals or along one or more lines by means of making the base plate protrusion to get in contact with one carrying layer and making the sonotrode to get in contact with the other carrying layer in the opposite places and in the intervals or along one or more lines and at such a control over the sonotrode, that to cut through the central layer and to join the carrying layers. The invention presents the characteristic of the second version the method of production. The technical result of the invention is the increased strength of the produced waterproofing material at its shift.
EFFECT: the invention ensures the increased strength of the produced waterproofing material at its shift.
14 cl, 5 dwg
FIELD: constructional engineering.
SUBSTANCE: invention refers to constructional engineering and can be used for building construction and upkeep. Method for damp-proofing of below-grade building includes levelling blanket laid on basement soil, formation of membrane system, formation of protective concrete layer, installation of reinforcing cage, concreting of footing and below-grade filler members. Membrane system is arranged by continuous laying of extended hoses made of polymeric fabrics and fastening them or, alternatively, overlapping at an angle to each other. Hose outflows are placed outside the footing. The footing and below-grade filler members concreted, damp-proof mixture is grouted through outflows to hose cavity pockets to produce impervious beds.
EFFECT: simplified below-grade construction procedure, improved reliability of groundwater protection of both horizontal and vertical footing elements, decreased work content as well as possibility to repair membrane system during building construction and upkeep.
9 cl, 5 dwg, 1 ex
SUBSTANCE: safety device for bed against surface water includes preparation of base course, foundation, pockets backing, blind area facility. Between blind area and bed there is formed self-locking waterproofing locker made of wedgelike elements: braced - underlying and overlying, nonrigid - made of viscoplastic material, such as bitumen, located between rigid elements. At that external wall of foundation is implemented leaned big end down the foundation.
EFFECT: reduction of differential settlement of foundation and building deformation.
2 cl, 3 dwg
SUBSTANCE: invention pertains to construction, namely, to reconstruction and renovation of old buildings and constructions, in particular, to means and methods of intra - wall detaching waterproofing for walls protection from soil water. Composition for intra - the - wall waterproofing contains, wt %: potassium silicate with silica modulus 2.33 - 2.88 99.6-99.9, Trilon B 0.1-0.4. Method of intra - wall detaching waterproofing includes supply of the above said composition into brickwork through preliminary drilled holes periodically drying after supply according to the scheme: supply - drying - supply.
EFFECT: viscosity reduction, increase of filtration coefficient, improved detaching water - proofing characteristics for protection of walls from soil water.
2 cl, 2 tbl
SUBSTANCE: invention is related to construction, namely to fighting suffosion processes that occur during flooding of earth foundations in buildings, which are for instance, located in high-water bed. In method for protection of building earth foundations against suffosion processes that occur as a result of building flooding, wells are drilled in building foundations, soil in wells is sampled, specimens obtained are used to determine value of critical head gradient and critical seepage path. Water impermeable wall is erected in building earth foundation around the base, at that distance between the base and water impermeable wall, as well as depth of water impermeable wall location from daylight is selected depending on values of critical gradient and critical seepage path. Space between building base and water impermeable wall is filled with water permeable material consisting of single-size particles, and space between the base in the level of its underside and water impermeable wall is filled with the layer of water impermeable material. Drainage holes with meshes are arranged at internal edge of water impermeable wall in water impermeable layer, and filling with layer of water impermeable material is done with layer separation into sections, in every of which surface is arranged with slope to drainage hole providing water drain into hole.
EFFECT: increased efficiency of building protection against suffosion processes, and also increase of operational reliability of buildings, reduction of material intensity.
SUBSTANCE: method of protecting sunken buildings against ground water underflooding consists in the fact that distribution sand cushion is formed, highly compressed silty-clayed soils are removed from the whole underground part of buildings. When constructing underground parts of erected buildings on natural slopes in silty-clayed soils with high level of ground water, above lower boundary of design compressed mass of ground foundation, there developed is ditch, from the depth of lower boundary of compressed mass corresponding to level of lower edge of distribution sand cushion to day surface, the slopes of which correspond to position of planes of lower side edges of design distribution sand cushion which is formed as filtration one and designed in the outline of diagrams of equal vertical and horizontal stresses corresponding to stress of natural soil in lower part of compressed mass. Height of cushion is taken equal to design depth of compressed soil mass, and width of upper and lower edges of cushion is equal; at that, it exceeds width of foundation base on both sides by the value which is determined by graphical drawing of planes tangential to diagram of equal horizontal stresses at an angle to vertical plane, which is equal to angle of internal friction of cushion material to the crossing with plane of foundation base level. Position of side edges of cushion is determined by the planes being drawn from extreme points of upper and lower edges of cushion, which are tangential to diagrams of equal vertical and horizontal stresses till they cross each other; at that, inclination angle of tangential plane to diagram of equal vertical stresses is taken equal to angle of natural slope of natural soil. Then there formed is lower body of cushion in the volume of ditch slopes and upper body of cushion in the volume of upper side edges of cushion; after that, there performed is backfilling of cavities between upper cushion body and ditch slopes with natural soil as per layer-by-layer technology; then underground part of buildings is erected.
EFFECT: maintaining natural hydrological conditions in order to exclude dangerous ground water underflooding of underground parts of buildings, decreasing the scope of ground works concerning development of ditch, reducing material consumption.
SUBSTANCE: invention relates to construction and may be used to arrange drainage system to control water level in basement premises. Method for water depression in basement premises of dwelling houses, administrative-industrial buildings and storehouses includes digging drainage channels, assembly of precast filtering well, laying filtering material or perforated pipes with filtering elements into channels, installation of pump into well, which drains water from well and is equipped with connection and disconnection breaker. Drainage channels and precast filtering well are assembled in ground inside area fenced by house foundation, in order to create depression zone on area limited by house foundation. In case this area is separated by solid walls of foundation, or there are foundation screeds, shafts are drilled, which are also filled with filtering material, or in which perforated pipes are installed with filtering elements. Outlet hole of pump is connected to sewage system of the house. Connection of pump outlet to connection and disconnection breaker to sewage system of the building results in cleaning of pipes and joints in sewage system.
EFFECT: improved efficiency of water level control in basement premises and reinforcement of foundations with various configuration.
SUBSTANCE: drain of closed type comprises a deep-laid trench with an incline towards drain water discharge, where perforated pipes are installed in a layer of filtering material, and also inspection wells of the drainage system. Pipes are arranged with perforation in the tray part and are laid into a homogeneous filtering material. The bottom of the trench is arranged with an incline of 0.003-0.004% and is insulated with a water-impermeable film together with the trench wall at the side of a pit or along the outer surface of the underground part of the structure, and also with coverage of the drain trench filtration fill roof or under the foot of the erected structure shoulder.
EFFECT: increased efficiency of drain operation, reduced material intensity and labour intensiveness, increased manufacturability of construction processes.
SUBSTANCE: underground part of a concrete wall with a wall drain comprises a filtering shell made of a polymer material and vertically laid onto the external surface of the wall to form channels draining water from soil fill into the fill of a drain pipe connected to a drain header. The external surface of the wall is coated with a geomembrane, which is arranged from a polymer material and with its anchor ribs fixed to the wall and forms its protective hydraulic insulation. The filtering shell is arranged in the form of a geogrid and a filtering nonwoven material attached to it at the side of the soil fill, at the same time geogrid cells are formed by crossing rods laid one onto the other and fixed in points of crossing with each other.
EFFECT: higher reliability and durability of a building or a structure, higher quality of wall protective hydraulic insulation and improved water-draining capacity of a filtering shell.
2 cl, 3 dwg