354 results about "Ponding" patented technology

The invention provides an urban road ponding monitoring and drainage system. The urban road ponding monitoring and drainage system comprises a monitoring module which collects ponding depth, water velocity, rainfall intensity and field image data in real time; the initialization configuration module sets parameters such as an accumulated water depth threshold value; the data transmission module encrypts and transmits data to the central control module; the model algorithm optimization module constructs a three-dimensional ponding diffusion model and outputs a predicted ponding depth and an optimized drainage strategy; the central control module generates a drainage pump rotating speed instruction and the like; the drainage execution module dynamically adjusts drainage pump power and a drainage path; the self-checking and fault-tolerant module calculates a health index of drainage equipment and switches redundant equipment; the early warning module sends risk level information; and the interaction module displays information such as a real-time accumulated water thermodynamic diagram. The urban road drainage efficiency can be improved, the water accumulation risk is reduced, and smooth urban traffic and public travel safety are guaranteed.

The invention discloses an intelligent method and system for multi-source heterogeneous data fusion management, and belongs to the field of data processing, and the intelligent method for multi-source heterogeneous data fusion management comprises the following steps: deploying a sensor network in a historical ponding area based on historical ponding point data and urban hydrological geographic information, acquiring real-time monitoring data, wherein the real-time monitoring data comprises rainfall intensity, road waterlogging depth, community waterlogging condition and drainage pipe network water level / flow; compared with the prior art, the method has the beneficial effects that sensors are arranged in the historical ponding area to obtain real-time monitoring data, and weather forecast, a terrain model and a pipe network model are combined to construct a waterlogging prediction model to predict whether a ponding risk exists in the historical ponding area in future set time (such as 0.5-3 hours in the future); the ponding risk is treated in advance, so that the problems of traffic interruption caused by ponding, citizen travel obstruction and the like are solved.

The utility model relates to the technical field of building construction, in particular to a roof double-layer inner drainage device which comprises a base layer and further comprises a pre-buried downpipe buried in the base layer, an annular wing plate is horizontally fixed to the top end of the outer side wall of the pre-buried downpipe, and the lower surface of the annular wing plate is attached to the upper surface of the base layer. A water stop ring is horizontally fixed to the outer side wall of the pre-buried downpipe and buried in the base layer, an inner drainage pipe is inserted into the pre-buried downpipe, a protective cover is installed at the top end of the inner drainage pipe, a positioning clamping ring is horizontally arranged on the outer side wall of the inner drainage pipe, and the lower surface of the positioning clamping ring is attached to the upper surface of the annular wing plate. The problems that according to an existing downpipe drainage system, the heat preservation performance is reduced and mildewing is caused due to the fact that water accumulation in a heat preservation layer cannot be effectively treated, accumulated water permeating into a roof from the roof damages a building structure, and a downpipe is prone to being blocked are solved.

The invention provides a vehicle wading early warning method, system and device. The method comprises the steps that current vehicle driving information, spatial distribution information of a ponding area and current environment parameter information are collected in real time; and based on the spatial distribution information and the current environment parameter information, obtaining the predicted passing time of the vehicle. And obtaining final whole-course ponding information based on the vehicle predicted passing time, the current environment parameter information and the current vehicle driving information. And predicting a vehicle wading risk level based on the final whole-course ponding information, and performing early warning by adopting a preset early warning mode. According to the method provided by the invention, the technical problem that the vehicle wading risk cannot be dynamically pre-judged due to the fact that only single-point water depth detection is adopted in vehicle wading early warning in the prior art, and the terrain difference of the whole process of the ponding area and the ponding increment within the passing time are not covered is effectively solved.

The invention provides an accumulated water identification method, device and equipment and a medium, and the method comprises the steps: obtaining a first sample image set and a second sample image set, marking the accumulated water region of each sample image in the first sample image set through a rectangular detection frame, the water accumulation area of each sample image in the second sample image set is marked by adopting a pixel-level contour; training a ponding detection model based on the first sample image set, and training a ponding segmentation model based on the second sample image set; obtaining a to-be-detected image, and inputting the to-be-detected image into the trained ponding detection model and the trained ponding segmentation model to obtain a first recognition result and a second recognition result; and if both the first identification result and the second identification result indicate that the ponding exists in the target area of the to-be-detected image, determining that the ponding exists in the target area. The method can be applied to underground vestibule ponding recognition, so that the underground vestibule ponding recognition efficiency and accuracy are improved.

The invention relates to the technical field of waterproof coatings, in particular to a waterproof coating permeability detector which comprises a vertically-through water storage cylinder, a plurality of water leakage holes which are uniformly distributed in the circumferential direction and are used for controlling opening and closing are formed in the bottom of the circumferential surface of the water storage cylinder, and a water spraying mechanism is further arranged in the water storage cylinder; in the matching process of the water storage cylinder and the concrete slab, the water leakage holes are closed, and colored water is poured into the water storage cylinder, so that the situation that water is accumulated on the concrete slab can be simulated; the water leakage holes are opened, water is sprayed to the concrete slab through the water spraying mechanism, redundant water leaks out through the water leakage holes, then the conditions that no water is accumulated in concrete and waterproof materials are watered in rainy days can be simulated, the used concrete slab can further simulate actual use materials of a building, and then through the integration of the water storage cavity and the multi-mode control system, the water storage cavity and the multi-mode control system are integrated. Double-working-condition simulation detection of the waterproof material of the concrete base plane in ponding and rainfall scenes is realized, and the accuracy of detection data is ensured.

The invention discloses a basement bottom plate post-cast strip waterproof construction method and structure. The method comprises the steps that a basement bottom plate foundation and a post-cast strip downwards-concave foundation are excavated; concrete cushion layer pouring is conducted, and a basement bottom plate concrete cushion layer and a post-cast strip downward-concave type deformation buffer strip are formed; the basement bottom plate concrete cushion layer is subjected to surface treatment, so that the basement bottom plate concrete cushion layer is kept flat and dry; waterproof construction is conducted on the basement bottom plate concrete cushion layer and the surface layer of the post-pouring cushion layer; reinforcing steel bars of a basement bottom plate and a post-cast strip are bound, and meanwhile a water stop strip steel plate is installed; a basement bottom plate is poured, and then concrete curing is conducted; an advanced water stop structure is arranged at the intersection of the post-cast strip pouring cavity and the post-cast strip; an advanced water stop structure is arranged at the intersection of the post-cast strip pouring cavity and the post-cast strip; concrete structures on the two sides of the post-cast strip are subjected to roughening treatment and coated with a cement-based permeable crystallization type waterproof coating, and concrete pouring forming is adopted. According to the construction method, water accumulation at the bottom of the post-cast strip and cracking of the structure are avoided.

The application provides a drainage system, relates to the technical field of drainage systems, and comprises a garage roof, a leveling layer and a waterproof layer arranged on the garage roof, a drainage structure and a filtering and collecting assembly, the waterproof layer is provided with the drainage structure, the upper layer of the drainage structure is provided with a soil layer, the drainage structure is used for collecting rainwater through the infiltration of the soil layer and guiding the rainwater to a drainage link, the side of the drainage structure is provided with a flow guide anti-blocking structure capable of preventing impurities from entering the inside of the drainage structure, and the filtering and collecting assembly is used for collecting the infiltration water collected by the drainage structure and draining the infiltration water into a water body nearby, thereby solving the technical problem that in the related art, a single filtering layer is difficult to completely filter small solid impurities in the infiltration water, part of the impurities are accumulated in the drainage structure, water is accumulated on the garage roof, and the service life of the waterproof layer is affected.

The invention relates to the technical field of urban hydrological simulation. The invention discloses an urban community surface ponding simulation method considering a roof structure, and the method comprises the steps: obtaining a regional multi-angle picture through an oblique photography unmanned plane, generating an oblique photography model through image processing, and reconstructing a digital surface model according to the oblique photography model; ground data are separated from the DSM through a PMF method, roof data are extracted in combination with building features, mask data are output, other ground features are removed, and building roof elevation grid data are obtained; calculating the gradient of the roof, dividing the gradient into flat and sloping roofs, building drainage structures into roof drainage models, integrating the roof drainage models with the urban community hydrological model considering the roofs, and running to realize surface ponding simulation. The method comprises the following steps: building a high-precision model through an oblique photography unmanned aerial vehicle and a GIS, separating ground data through a PMF, and accurately dividing a flat / slope roof through median filtering and an SVM; special drainage structures are arranged for the two types of roofs; and integrating the roof drainage model and a two-dimensional coupling hydrological model, and outputting an accumulated water thematic map.

The invention discloses a low-maintenance water-seepage-prevention construction process for a bridge section steel expansion joint. The low-maintenance water-seepage-prevention construction process comprises the following specific process steps that (1) construction preparation is conducted; 2) slotting the expansion joint; 3) mounting a profile steel expansion joint; 4) installing a guide and drainage system; (5) concrete is poured; (6) concrete curing; (7) an anti-blocking rubber strip is installed; (8) carrying out quality acceptance; an auxiliary welding device in the step 3 comprises expansion joints, embedded steel bars, a gantry module mechanism, a positioning mechanism, a supporting mechanism, a walking mechanism and transverse steel bars. The embedded steel bars are fixed to the road surface, the expansion joint is placed between the embedded steel bars, and the gantry module mechanism stretches across the expansion joint. Water accumulation at the joint of concrete and asphalt at the expansion joint can be prevented, impermeability of the steel fiber concrete reinforced body is enhanced, the compact structure is guaranteed through four-layer maintenance, the device is kept clean through anti-blocking rubber strips, all links are matched with one another, a full-period protection closed loop is formed, and the profile steel expansion joint can be prevented from inclining and deviating in the pouring process.

The utility model relates to the technical field of pavement detection, and discloses an anti-leakage water seepage instrument. Through the arrangement of the annular sealing groove, when the equipment is erected on the ground, after sealant smeared on the ground is extruded by the whole equipment, the sealant can be poured upwards into the annular sealing groove, and therefore the contact area between the sealant and the equipment is effectively increased, and the possibility that liquid water in the water accumulation groove leaks to the outer side is reduced. According to the wax melting device, the annular wax melting groove and the annular heating hopper are further arranged, wax blocks can be contained in the annular heating hopper, when the wax blocks are heated by the annular heating hopper to become liquid, liquid wax enters the wax melting groove to form a second barrier, and liquid water is prevented from leaking from the interior of the water accumulation groove. In conclusion, the equipment is provided with the annular sealing groove and the annular wax melting groove to respectively form two sealing waterproof partitions, so that the problems of inaccurate measurement result and the like caused by leakage of liquid water in the water accumulation groove can be effectively avoided.

The invention discloses a drainage system for a large-span arc-shaped metal roof of a coal shed and a construction method.The drainage system comprises a buttress, a top plate is arranged at the top of the buttress through a main purline, the main purline is obliquely arranged, the bottom end of the main purline is close to the buttress, and a triangular supporting frame is fixed to the outer side of the buttress; the surface of the triangular supporting frame is provided with a water diversion ditch, and the water diversion ditch is provided with a communicating groove corresponding to the top plate. The inner bottom surface of the gutter is inclined, the lower end of the inclined surface is far away from the buttress, and one end of the gutter is provided with an inclined panel extending downwards. The large-span roof drainage device has the advantages that rainwater is guided to the diversion ditches on the triangular supporting frame through the slope of the roof, the main diversion pipe and the secondary diversion pipe are connected with the main diversion holes and the secondary diversion holes in the diversion ditches respectively, graded collection and efficient diversion of the rainwater are achieved, smooth drainage of a large-span roof is guaranteed, and accumulated water is reduced.

The utility model relates to the technical field of slope protection structures, in particular to an ecological slope protection structure. According to the technical scheme, the device comprises two sets of cross protection frames, each set of cross protection frame comprises a cross protection plate, a connecting table is arranged at the end corner position of one end of each cross protection plate, and a protection pier is arranged at the end corner position of the end, away from the connecting table, of each cross protection plate; a lower side plate frame and an upper side plate frame are arranged on the sides, close to each other, of the fender piers on the two sets of crossed protective frames correspondingly. The cross protection frame, the lower side plate frame and the upper side plate frame are integrally arranged in the shape of the inclined plane rhombus, so that the slope protection frame can be better matched with a sloping field, meanwhile, the rhombus structure can provide a better drainage effect, water retention on the slope surface can be reduced, landslide or soil erosion caused by accumulated water is avoided, and the slope protection effect is improved. Meanwhile, flexible adjustment can be achieved according to different terrains and gradients, different slope protection requirements are met, the self-locking performance and stability are high, external pressure and stress can be effectively dispersed, and slope landslide or collapse is prevented.

The utility model discloses a secondary drainage system which comprises a main drainage pipe located in a floor structure, a waterproof leveling layer is laid at the upper end of the floor structure, a waterproof layer is laid at the upper end of the waterproof leveling layer, one end of the waterproof layer is rolled downwards to the inner wall of the main drainage pipe, and the other end of the waterproof layer is rolled downwards to the inner wall of the main drainage pipe. A secondary drainage component is inserted into an opening in the upper end of the main drainage pipe, the secondary drainage component comprises an annular filter cover installed at the upper end of the waterproof layer and an adapting pipe arranged in the annular filter cover in a sleeved mode, the upper end of the adapting pipe is connected with a floor drain, and a waterproof protection layer is laid on the peripheral side of the annular filter cover. The upper end of the waterproof protection layer is connected with a brick surface layer through a mortar layer, and a plurality of U-shaped cavities communicated with the main drainage pipe are evenly formed in the outer side face of the annular filter cover. The secondary drainage component is connected with the main drainage pipe, the construction form is simple, accumulated water on the waterproof layer can be effectively drained, and the steel wire mesh is embedded in the annular filter cover, so that mortar is prevented from blocking the U-shaped cavity.

The utility model discloses a double-guide drainage structure for roof external drainage, and relates to the technical field of house building construction. According to the technical key points, the device comprises a first double-water-guide assembly arranged at the junction of a roof structure and a parapet wall, the first double-water-guide assembly comprises a horizontal main water drainage pipe, the horizontal main water drainage pipe is installed on the parapet wall in a penetrating mode, and the inner wall of the lower side of the horizontal main water drainage pipe is flush with a protective surface layer in the roof structure; a horizontal drainage branch pipe is arranged under the horizontal main drainage pipe, and the lower side inner wall, located at one end of the inner side of the parapet wall, of the horizontal drainage branch pipe is aligned with the lower bottom of a heat preservation layer in the roof structure. The ends, located on the outer side of the parapet wall, of the horizontal drainage branch pipe and the horizontal main drainage pipe are fixedly connected with a vertical outer drainage pipe. By means of the horizontal main water drainage pipe and the horizontal water drainage branch pipe in the first double-water-guide assembly, accumulated water above a protective layer in the roof structure can be effectively drained, and when accumulated water exists in the roof structure, the accumulated water in the roof structure can be effectively drained.

The utility model discloses an urban water-permeable brick, which belongs to the field of floor tiles and comprises a water-permeable brick body and a filter screen, the middle of the water-permeable brick body is provided with a vertically through central water tank, the bottom of the water-permeable brick body is provided with a bottom surface water tank, and the bottom surface water tank transversely penetrates through the bottom surface of the water-permeable brick body. A plurality of water permeable brick bodies are sequentially arranged together in a manner that the end faces abut against one another, so that the bottom surface water tanks are communicated with one another, surface water tanks are formed in the tops of the water permeable brick bodies, and the bottom surface water tanks and the surface water tanks are vertically communicated through central water tanks. The bottom face and the center of the brick body have certain water containing and draining capacity, rainwater can be absorbed and stored in the water permeable brick, the drainage system of a city is effectively improved, and underground water resources are supplemented in time; in addition, rapid drainage can be achieved, runoff drainage is reduced, and pollution of surface accumulated water to the environment is reduced when rainfall is dense.

The invention discloses a construction method for a post-cast strip of an underground shear wall. The construction method comprises the following steps: S1, constructing a raft foundation; s2, shear wall construction; s3, post-cast strip water stop structure construction, wherein a water stop structure of an arch ring structure is built on the outer side of the post-cast strip area of the shear wall, and waterproof layer operation and earthwork backfilling operation are conducted on the outer side of the water stop structure; s4, post-cast strip construction is conducted, specifically, after post-cast strip formworks are manufactured and installed in the post-cast strip area, concrete pouring of the post-cast strip area is completed; according to the post-cast strip water stop structure, the waterproof effect of the post-cast strip is enhanced, corrosion of steel bars in the post-cast strip and water accumulation of a basement caused by permeation before the post-cast strip of the basement is sealed are avoided, the rainfall construction amount can be reduced, the construction time is saved, the engineering quality is improved, and the engineering construction difficulty is reduced; and meanwhile, the post-cast strip is sealed through the post-cast strip water stop structure, so that construction period delay caused by post-cast strip construction intermittence can be reduced, and basement exterior wall waterproof layer construction and foundation pit backfilling earthwork operation are carried out in advance.

The utility model discloses a rapid maintenance pavement structure which comprises a base layer, a maintenance module layer is arranged above the base layer, and an asphalt layer is laid above the maintenance module layer. The curing module layer comprises a laying support and a concrete module, the laying support comprises a bottom plate and vertical plates, vertical plate inserting grooves are formed in the top face of the bottom plate at equal intervals, the bottom ends of the multiple vertical plates are inserted into the vertical plate inserting grooves to be connected with the bottom plate, and the height from the vertical plate arranged in the middle to the vertical plates arranged at the left end and the right end is gradually reduced; module grooves are formed between the adjacent vertical plates, the concrete modules and the module grooves are embedded in a one-to-one correspondence mode, the side walls of the concrete modules and the vertical plates are connected and fixed through bonding layers, and the concrete modules and the bottom plate are connected and fixed through bonding layers. The height of the asphalt layer is gradually reduced from the middle to the left and right ends. The purposes of quickly laying and maintaining and preventing accumulated water from going deep are achieved.

This invention relates to the field of building construction technology and discloses a method for constructing drainage systems on basement roofs. The method includes the following steps: pre-treating the basement roof slab substrate; applying a waterproof coating to the pre-treated substrate; applying a waterproof membrane over the waterproof coating; laying a non-woven fabric over the waterproof membrane for isolation; pouring a protective layer over the non-woven fabric; and leaving drainage ditches on both sides of the junction between the basement roof slab and the main building, and on both sides of the post-cast strip. This invention utilizes the junction line between the basement roof slab and the main building, as well as the post-cast strip, as partition boundaries to divide the basement roof slab into several drainage areas. Within each drainage area, a slope is created from the center towards the drainage ditch, allowing water to quickly converge into the ditch. Simultaneously, the slope created by the waterproof mortar within the drainage ditch and its connection to the surrounding open ditches form a continuous drainage path, thereby significantly improving drainage efficiency and effectively avoiding water accumulation on the roof slab due to excessively long drainage paths.

The utility model relates to the technical field of building construction, and discloses a building high-impermeability roof drainage structure which comprises a waterproof layer arranged on a roof main body structure, a plurality of strip-shaped leveling cushion blocks are arranged on the waterproof layer, a heat preservation layer is filled between every two adjacent strip-shaped leveling cushion blocks, a plurality of water storage tank bodies are arranged on the strip-shaped leveling cushion blocks, and the water storage tank bodies are connected with the waterproof layer. Waterproof sealing materials are arranged on the contact faces of the strip-shaped leveling cushion blocks and the water storage tank bodies and between every two adjacent water storage tank bodies, the multiple water storage tank bodies are communicated through siphon type pipelines, a cover plate is arranged at the tops of the water storage tank bodies, holes are formed in the cover plate, multiple supporting columns are arranged in the water storage tank bodies, a geotechnical cloth water filtering layer is arranged on the cover plate, and the geotechnical cloth water filtering layer is arranged on the geotechnical cloth water filtering layer. A planting soil layer is arranged on the geotextile water filtering layer, a main pipe is further horizontally arranged on the waterproof layer, the main pipe is connected with a drainage pipe, the main pipe is connected with a siphon rainwater hopper through a branch pipe, and the branch pipe is connected with an overflow pipe arranged on the water storage tank body. The problem of local water accumulation of rainwater in a planting soil layer can be solved, and slope-free drainage is achieved.

The invention belongs to the technical field of road ponding treatment, and discloses an urban low-lying road ponding rapid treatment device which comprises a water storage tank, a road layer is fixedly connected to the water storage tank, a control box is fixedly connected to the water storage tank, and a water pump is fixedly connected to the interior of the control box. The water inlet end of the water pump penetrates into the water storage tank through a connecting pipe, and the water drainage end of the water pump penetrates to the outer side of the control box. Through linkage of the motor, the screw rod and the rotating assembly, the rotating pipe can be driven to move out of or retract into the fixing box according to needs, when a threaded sleeve and a rubber plug move downwards, air in the flow guide pipe can be rapidly discharged to form a negative pressure siphon effect, a filter sleeve can intercept sundries such as fallen leaves and household garbage, and a water storage tank can temporarily store rainwater; the water is subsequently discharged through the water pump for road watering and greening irrigation, so that the utilization of rainwater resources is realized, long-time ponding of low-lying road sections is avoided, and the ponding treatment and resource circulation requirements are considered.

The utility model discloses a waterproof joint for a latticed column to go out of a basement top plate opening. The waterproof joint comprises a basement top plate, a water stop steel plate and a waterproof ridge. Reserved holes are formed in the positions, crossed with the latticed columns, of the basement top plate; the water-stop steel plate is horizontally arranged, one end of the water-stop steel plate is poured in concrete of the basement roof, a cantilever at the other end of the water-stop steel plate is arranged in the reserved hole, and the water-stop steel plate is annularly arranged around the reserved hole; the waterproof ridge comprises four vertical steel plates, the vertical steel plates are sequentially welded to form a rectangular frame with the periphery closed, the bottoms of the vertical steel plates are fixedly welded to the middles of the water stop steel plates, the height of the tops of the vertical steel plates is larger than that of the upper surface of the basement top plate, and the height difference meets a preset value. The waterproof joint can prevent accumulated water above the top plate of the basement from being poured into the basement through the reserved hole and can also prevent the accumulated water from permeating into the basement from the position between the waterproof ridge and concrete, and the waterproof joint has the advantages of being good in waterproof effect, simple in structure and low in cost.

The utility model relates to an environment-friendly pavement drainage system, and belongs to the technical field of drainage systems. The drainage bottom bricks are laid on the roadbed; the water seepage bricks are laid on the drainage bottom bricks; the top face of the drainage bottom brick is provided with an arrangement groove used for arrangement of the water seepage brick, and the bottom of the water seepage brick is provided with an abutting-against protruding part used for being matched with the arrangement groove in an abutting-against mode. The water seepage brick and the drainage bottom brick are connected through a bonding structure; the bonding structure comprises a cement groove formed in the arrangement groove, a bonding convex part arranged on the abutting convex part and cement filled between the bonding convex part and the cement groove; the drainage bottom brick is provided with a drainage through groove in the bottom face of the arrangement groove in the length direction. The method has the effect of reducing the probability of water accumulation of the sidewalk.

The utility model discloses a pipe wall seepage water spiral collecting and discharging system for vertical shaft TBM tunneling construction, and belongs to the technical field of vertical shaft construction. A pipe wall seepage water spiral collecting and discharging system for vertical shaft TBM tunneling construction comprises water collecting tank sections which are provided with fixing openings and installed on the inner wall of a vertical shaft at the inclination angle of 45 degrees, a water collecting tank is installed on the inner wall of the vertical shaft of the water collecting tank section located at the tail end, a water suction pump is arranged in the water collecting tank, and the water suction pump pumps accumulated water out of the vertical shaft through a drainage pipeline. A T-shaped connector is formed between every two adjacent water collecting tank sections, a first silica gel strip is installed at each connector, the multiple water collecting tank sections are connected to form a spiral shape, water can be concentrated and guided to the bottommost water collecting tank, a water suction pump arranged inside is automatically started, accumulated water is pumped out of a vertical shaft through a drainage pipeline, and the water collecting tank is arranged at the bottom of the vertical shaft. The whole process can be automatically operated, accumulated water is timely drained, and the influence on the construction environment is avoided.

The utility model discloses an anti-freezing structure of a cement concrete runway shoulder, which relates to the technical field of concrete runway shoulders and comprises a cement concrete surface layer, and cement concrete runway shoulder surface layers are arranged on two sides of the cement concrete runway shoulder surface layer. A water retaining steel plate is arranged at the contact position of the cement concrete pavement surface layer and the cement concrete shoulder surface layer, and a cement leaking stoppage layer is arranged on the upper portion of a contact gap between the cement concrete pavement surface layer and the cement concrete shoulder surface layer. Through the arrangement of the water retaining steel plate and the cement leaking stoppage layer, the upper portion of the joint position of the cement concrete runway shoulder surface layer and the cement concrete runway surface layer is subjected to sealing leaking stoppage through the cement leaking stoppage layer, the water retaining steel plate blocks water permeating into a gap, and the water is prevented from continuously flowing into the gap; and therefore, the concrete structure is prevented from being damaged after the accumulated water is frozen in winter.

The utility model relates to the technical field of roof waterproofing, and discloses a roof heat preservation waterproof structure and a building roof with the same. The roof heat preservation waterproof structure comprises a bottom waterproof layer; the heat preservation layer is arranged above the bottom waterproof layer, the heat preservation layer is formed by flatly laying single-layer heat preservation plates, and gaps between the adjacent heat preservation plates are completely filled with waterproof filling pieces; the top waterproof layer is arranged above the heat preservation layer, and the heat preservation layer is completely covered with the top waterproof layer. When the top waterproof layer is torn, due to the fact that the space between the heat preservation plates is completely filled with the waterproof filling pieces, leaked water flow can be blocked above the heat preservation plates and cannot permeate to the bottoms of the heat preservation plates from gaps between the heat preservation plates, and the problems of water accumulation, water channeling and leakage of the heat preservation layers after the top waterproof layer cracks can be effectively avoided.

The utility model discloses a water-gas separation heat exchanger which comprises a front heat exchange plate set, a water condensation set and a rear heat exchange plate set which are sequentially spliced, clamping plates distributed at intervals are installed in the water condensation set, a steel wire mesh is arranged between the two clamping plates, and a water outlet is formed in the bottom in the water condensation set. A collecting device is arranged on the water condensing group and comprises a collecting barrel mounted at the inner bottom of the water condensing group, a collecting frame arranged at the bottom of the water condensing group, an opening in the top end of the collecting frame and a collecting box arranged in the collecting frame in a drawing manner, the bottom end of the collecting barrel is communicated with the water outlet, and the collecting box is located below the water outlet; the device has the beneficial effects that through the designed collecting device, condensed water can accurately flow into the water outlet by utilizing the collecting barrel, so that water accumulation at the inner bottom of the condensed water group is prevented; condensed water accurately falls into a collecting box through a water outlet to be collected, so that the convenience of collecting the condensed water is improved, and the collected water is conveniently treated in a centralized manner.

The utility model provides a roof cornice waterproof structure for architectural design, which comprises a mounting rack, a water guide box, a water storage box, a water storage box, a water storage box, a water storage box, a water storage box, a water storage box, a water storage box and a water storage box, and is characterized in that the mounting rack is fixed on a wall surface and is arranged right below an eave; one side of the filtering box is hinged to one side of the top of the water diversion box, the other side of the filtering box is in lap joint with the other side of the top of the filtering and water diversion box, and the filtering box is used for collecting and blocking sundries in rainwater; the impurity removal part is mounted on the filter box and the water diversion box and is used for pulling and turning over the filter box; according to the roof cornice waterproof structure for building design, through the arrangement of the filter box, the effect of filtering impurities falling into the water diversion box is achieved, and the situation that leaves and other large-size impurities fall into a water diversion box plate, and consequently the drainage part is blocked is avoided; the problems of water accumulation and leakage are avoided, impurities in the filter box can be cleaned under the cooperation of the impurity removal part, and the situation that the filter box is blocked after being used for a long time, and use is affected is avoided.

The fender pier structure comprises the exhaust pipe, the exhaust pipe is inserted into the bottom of a heat preservation layer, a hole is formed in the lower portion of a slope making layer, the exterior of the exhaust pipe is coated with a waterproof layer, a stainless steel pipe and a metal hoop are wrapped for reinforcement, the exterior of a prefabricated conical cement mortar bonding layer fender pier is decorated with stone, and the fender pier is tightly combined with a roof surface layer. According to the fender pier structure of the water accumulation prevention exposed exhaust pipe, the exhaust pipe is arranged in order, disassembly and replacement are convenient, fixation is firm, the water accumulation prevention effect is good, construction is convenient, and the construction period is remarkably shortened.