61 results about "Solid wall" patented technology

As a building material wall niche to be integrated into the building structure by assembly, with a self-supporting, stable component structure, the invention does not require a load-bearing substructure like otherwise usual inserts into a receiving body or an additional rear support structure and allows a flexible mounting position in any orientation (horizontal, vertical, diagonal, etc.).

The invention relates to the technical field of gas turbine hot end cooling, and discloses a flat cat ear air film hole cooling structure applied to a gas turbine and a construction method.The flat cat ear air film hole cooling structure comprises a solid wall, the solid wall is provided with an outer wall face and an inner wall face, and the outer wall face is used for making contact with a high-temperature mainstream; each air film hole comprises an elliptic cylinder section arranged on the solid wall and an expansion section communicated and coaxial with the elliptic cylinder section, the joint of the elliptic cylinder section and the expansion section is an inlet molded line, a cold air inlet is formed in the inner wall face of the end, away from the expansion section, of the elliptic cylinder section, and a cold air outlet is formed in the outer wall face of the end, away from the elliptic cylinder section, of the expansion section. An ideal anti-kidney-vortex structure can be formed, cold air is promoted to expand in the transverse direction, the spanwise coverage area of an air film is increased, and the wall attachment effect of the air film is improved, so that the cooling efficiency of the air film is improved, meanwhile, uniform seam-shaped outflow can be formed, and the pneumatic loss caused by mixing of the cold air and main flow is reduced.

The invention provides a wall-fixing leakproof water-based drilling fluid for a myriameter deep well as well as a preparation method and application thereof, and belongs to the technical field of drilling fluids. The water-based drilling fluid is prepared from the following raw materials in parts by mass: 100 parts of water, 1-2 parts of sodium bentonite, 0.5-1 part of a salt response rheological modifier, 5-6 parts of a supramolecular polymer filtrate reducer, 6-8 parts of a cementing plugging agent and 2-4 parts of a cementing wall-fixing agent. The water-based drilling fluid can resist the temperature of 220 DEG C, can resist the salt to be saturated, has good rheology and filtration performance and multiple functions of inhibition, plugging, wall fixation and the like under high-temperature and high-salt conditions, and provides technical guarantee for smooth drilling of myriameter extra-deep wells.

1. Name of the Design Product: Middle Layer Cement Soil Mixer (S-TRD13). 2. Use of the Design Product: Mix and stir curing materials such as cement with the original soil to form a solid wall. 3. Design Key Points of the Design Product: Lies in the shape. 4. Picture or Photograph Most Indicating the Design Key Points: Perspective view.

The application discloses a drilling cementing wall stabilizing agent and a preparation method and application process thereof, and belongs to the technical field of oil field chemistry, and particularly relates to a preparation of the drilling cementing wall stabilizing agent. The preparation method of the drilling cementing wall stabilizing agent can be that thermoplastic resin, a curing agent and inorganic powder are uniformly mixed and stirred at normal temperature and normal pressure according to proportions. The wall stabilizing agent material has the advantages of simple production process, safety, low material cost and convenience for large-scale production and application. The product can not only plug pores and reduce filtration loss, but also cement sand and mudstone strata and improve stratum pressure-bearing capacity, so that the purpose of stabilizing a well wall is achieved. The application further provides an application process of the drilling cementing wall stabilizing agent, which comprises a suitable drilling fluid system and an adding amount and construction process under different stratum porosities and different working conditions.

The application discloses a kind of material aerodynamic acoustic performance online testing method and system, it is related to wind tunnel aerodynamic acoustic performance test field, the application is set in wind tunnel sound-transparent solid wall test section, to be measured acoustic material is installed in its middle part;First, second acoustic sensor is sequentially arranged on the wall surface upstream of material, third, fourth acoustic sensor is sequentially arranged on the wall surface downstream;Respectively collect the sound pressure data of four acoustic sensors under the running state and static state of wind tunnel;Transfer matrix equation set is constructed, and the sound pressure data of running state and static state are substituted into equation set and simultaneously solved, to obtain sound pressure transfer function;According to sound pressure transfer function, the noise reduction of material under current airflow environment is calculated.The application realizes online testing by the synergistic effect of sound-transparent solid wall, four sensor arrangement, double-state acquisition and simultaneous solution of transfer matrix, effectively eliminates wall reflection and wind tunnel background noise interference while testing, and the test result is accurate and reliable.

The utility model relates to the technical field of external envelope fireproof structures, in particular to a building curtain wall interlayer fireproof plugging construction node, which solves the technical problem that a fireproof plugging structure is lacked between a solid wall steel beam bearing structure and a curtain wall, and comprises an angle steel bracket fixed between the side surface of a concrete layer and the curtain wall, a fireproof gypsum board is fixed to the outer side wall of the angle steel support, the fireproof gypsum board is wrapped with an upper galvanized iron sheet, an opening of the upper galvanized iron sheet is sealed through fireproof sealant, and the fireproof gypsum board is filled with mineral wool; the steel beam is coated with a fireproof coating layer; the channel steel is welded to the lower surface of the steel beam, the lower galvanized iron sheet is fixed to the channel steel and a lower transverse frame of the curtain wall, an opening of the lower galvanized iron sheet is sealed through fireproof sealant, and mineral wool is arranged above the lower galvanized iron sheet. According to the utility model, fire and smoke are effectively prevented from moving upwards from gaps, the life and property safety of adjacent layers on fire is ensured, and the building safety in a fire disaster is ensured.

The utility model discloses an assembly type combined enclosing wall, and relates to the technical field of assembly type buildings, in particular to an assembly type combined enclosing wall which comprises a plurality of prefabricated columns and a plurality of enclosing wall plates, and at least one enclosing wall plate is arranged between every two adjacent prefabricated columns. At least one enclosing wall plate is limited and clamped through the two adjacent prefabricated columns, and one-time clamping and fixing are achieved; longitudinal pouring grooves A in the prefabricated columns and longitudinal pouring grooves B in protruding parts of the enclosing wall plates form pouring cavities, the pouring cavities are filled with pouring pieces, the pouring pieces are solidified to form column bodies, the column bodies are used for limiting, clamping and fixing the prefabricated columns and all the enclosing wall plates, and therefore secondary fixing of the prefabricated columns and all the enclosing wall plates is achieved. Meanwhile, the gaps between the prefabricated columns and all the enclosing wall plates are filled with the pouring pieces, after the pouring pieces are solidified, the prefabricated columns and all the enclosing wall plates form a solid wall body, the stability between the prefabricated columns and all the enclosing wall plates is greatly improved, and the enclosing wall plates are prevented from shaking.

This invention discloses a construction method for rotary drilling piles used in water conservancy and hydropower engineering. The method involves setting up a first row and a second row of rotary drilling piles at a predetermined elevation on the river-facing side of the foundation pit. These piles interlock and their tops are flush. A capping beam is also included at the top of the first and second rows of rotary drilling piles, connecting and fixing them into a vertical, closed wall. A diaphragm wall is also installed inside the foundation pit, with one end connected to the solid wall and the other end connected to the bedrock. The interlocking of the two rows of rotary drilling piles, along with the construction of the capping beam and diaphragm wall at the top of the piles, forms a continuous, closed foundation pit protection structure. The entire construction process facilitates the excavation and layout of the outlet retaining wall foundation after the flood season, saves construction time, reduces construction costs, and provides functions such as cofferdam seepage prevention, scour prevention, soil retention, foundation pit protection, and foundation bearing capacity.

The invention provides a novel groove air film hole with an arc-shaped platform and a turbine blade, and the novel groove air film hole with the arc-shaped platform comprises a solid wall surface which is provided with discrete cylindrical air film holes; and the thermal barrier coating is arranged on the solid wall surface, a groove structure is arranged on the thermal barrier coating, and the groove structure corresponds to the outlet position of the cylindrical air film hole. According to the invention, the outflow amount of cold air can be effectively reduced, the cold air is induced to fully develop in the groove structure, and the air film cooling efficiency is obviously improved. And meanwhile, the shape of the groove structure can be formed through the thermal barrier coating, the strength of the blade base body cannot be affected, and wide application prospects are achieved.

The wall multiplying power of the wood structure solid wall can be improved without additionally installing reinforcing materials or reinforcing materials or increasing the specific gravity and / or the plate thickness of gypsum surface materials. A gypsum-based solid surface material (10) for a wood structure solid wall is configured from a main material or a core material and a paper member covering at least the front and back surfaces of the main material or the core material, the main material or the core material being formed from a plate-shaped gypsum hardened body in which inorganic fibers and an organic-based strength reinforcing material are mixed, and being capable of exhibiting a nail side resistance of 500 N or more. The present invention relates to a solid-resistant surface material which has a surface density in the range of 6.5-8.9 kg / m2 and a compressive strength of 6.5 N / mm2 or more, exhibits a limit displacement ([delta] u) of more than 20 * 10 <-3 > rad and an initial stiffness (K) of 2.0 kN / 10 <-3 > rad or more in an in-plane shear test of a solid-resistant wall, and is capable of improving the plasticity ([mu]) not only by increasing the limit displacement and by decreasing the yield point displacement ([delta] v), but also by reducing the initial stiffness (K) of 2.0 kN / 10 <-3 > rad. Therefore, the wall multiplying power and the short-term reference shear endurance (P0) of the wood structure endurance wall can be effectively or efficiently improved.

The present application relates to the technical field of composite pipe manufacturing, and particularly relates to a winding method of a large-diameter solid-wall pipe, which comprises the following steps: step one, starting anchoring section winding: continuously circularly winding 3-6 layers on the surface of a core mold at a winding angle of 85-90 degrees, a first tension and a first linear velocity, to form a starting reinforcing ring; the first tension is 110%-120% of a rated tension, and the first linear velocity is not more than 50% of a maximum design linear velocity; step two, transition stable section winding: spirally winding above the starting anchoring section at a winding angle of + / - 55 degrees, a second tension and a second linear velocity. The starting anchoring section with high angle, high tension and low linear velocity is arranged in step one, to form a rigid starting reinforcing ring, so that the problems of fiber slippage, wrinkle and poor combination with the inner liner of the initial layer are fundamentally solved, and the internal stress concentration defects caused thereby are eliminated.

The present invention belongs to the technical field of heat transfer and cooling of hot-end components of gas turbines, and particularly relates to a construction method and cooling structure for a double-wavy groove film hole cooling structure. The structure comprises: a solid wall, the top surface of the solid wall being provided with a thermal barrier coating, the thermal barrier coating being provided with a double-wavy groove, the double-wavy groove being composed of a plurality of interconnected groove units, each of which being composed of a groove upstream wall surface, a groove bottom surface, and a double-wavy groove downstream wall surface, the groove bottom surface being parallel to the top surface of the solid wall, and the groove depth of the groove unit being no greater than the thickness of the thermal barrier coating; a plurality of film holes being provided at equal intervals on the solid wall, the outlets of the film holes being provided on the groove bottom surfaces of the corresponding groove units.

The utility model provides a light wallboard and building and installation integrated partition wall system, the light wallboard comprises a solid wall body which is integrally formed by casting, at least one of the inner wall surface and the outer wall surface of the solid wall body is recessed inwards to form pipeline grooves, and a plurality of pipeline grooves are arranged in parallel at intervals. The light wallboard is used for manufacturing the building and mounting integrated partition wall system, and facing layers are correspondingly attached to the inner wall face and the outer wall face of the solid wall body respectively. The light wallboard can meet the pipeline arrangement requirements of decoration areas such as kitchens or toilets, makes up the use blank of existing light wallboards in the decoration areas such as kitchens or toilets, provides more choices for users in wallboard material selection for decoration of the areas such as kitchens or toilets, and meanwhile, has the advantages of being convenient to use, simple in structure and easy to popularize. And a worker can conveniently accommodate a water pipe and an electric wire in different pipeline grooves, water and electricity separation is achieved, and safety is improved.

The application discloses a mounting plate of a concealed box, which is provided with a first mounting groove, a first mounting surface and a second mounting surface which are perpendicular to the front-rear direction; the concealed box is mounted on the mounting plate and is adapted to be placed in the first mounting groove; the first mounting surface, the bottom surface of the first mounting groove and the second mounting surface are sequentially arranged from front to back; the first mounting surface and the second mounting surface face the rear; the bottom surface of the first mounting groove faces the front; the first mounting surface is adapted to be attached to the outer surface of the solid wall, and the second mounting surface is adapted to be attached to the outer surface of the display board. The mounting plate can solve the assembly problem in the mounting of the solid wall and the display board and the problem that the display board needs to be provided with different grooves for different concealed boxes, thereby reducing the cost of groove opening.

The application belongs to the technical field of concrete cutoff wall construction test, and particularly relates to a kind of indoor test simulation device for concrete cutoff wall construction and its using method, the device includes concrete storage system and simulation construction system, concrete storage system and simulation construction system are communicated through concrete conveying pipe, and concrete storage system and simulation construction system are arranged at two ends of adjusting device.Adjusting device includes first lifting end and second lifting end, and concrete storage system is connected to movable end of first lifting end, and simulation construction system is connected to movable end of second lifting end.Constant pressure output assembly is arranged in concrete storage system, and constant pressure output assembly is used for output of concrete.Grating mechanism for inputting solid wall slurry is communicated at the top of simulation construction system, and discharging port is movably arranged in simulation construction system.During concrete injection process, the height difference between discharging port and bottom of concrete storage system is maintained constant.The device can directly observe the change of concrete and solid wall slurry interface area during concrete cutoff wall pouring process.

The utility model relates to the technical field of solid wallboards, and discloses an environment-friendly composite solid wallboard which comprises a solid layer, reinforcing ribs are fixedly connected to the surface of the solid layer, a mounting clamping groove is formed in the right end of the solid layer, a mounting clamping block is fixedly connected to the left end of the solid layer, and a fireproof layer is fixedly connected to the top of the solid layer. The top of the fireproof layer is fixedly connected with a waterproof layer, the top of the waterproof layer is provided with a wear-resistant coating, the bottom of the solid layer is fixedly connected with a sound absorption plate, the bottom of the sound absorption plate is fixedly connected with a sound insulation plate, a filling groove is formed in the sound insulation plate, and sound absorption cotton is fixedly connected into the filling groove. According to the composite board, the installation clamping blocks, the installation clamping grooves and the like are arranged and used in cooperation, the installation clamping blocks and the installation clamping grooves are aligned and slide into the installation clamping grooves so that the two wallboards can be tightly connected together, workers can conduct installation conveniently, the wallboards can be disassembled into a plurality of small wallboards during transportation, and each composite board is convenient to transport.

Dowel for the installation of pressure-sensitive thermal insulation materials on solid wall surfaces with an extra large washer to avoid unwanted compression of the soft thermal insulation material and thus to simultaneously strengthen and effect the steel screw pin arranged in the dowel, which has an Allen profile inserted into its head surface, with a threaded sleeve open at the top mounted on its edge zone, which provides a receptacle for elements that can be screwed on there for the fixing of facade cladding, above the thermal insulation of any type.

The invention discloses a connecting structure of a prefabricated solid wall and a prefabricated double-sided laminated wall, which comprises a pouring template and an isolation plate, the laminated wall structure comprises a laminated wall back plate and a laminated wall panel, a traction steel bar is embedded between the laminated wall panel and the laminated wall back plate, a plurality of first movable notches are formed in the isolation plate, and a plurality of second movable notches are formed in the isolation plate. A plurality of locking assemblies are arranged between the two pouring formworks, each locking assembly comprises a traction strip, limiting notches are formed in the two ends of each traction strip, and pin strips are connected to the interiors of the two limiting notches in an inserted mode. When the side edge of the isolation plate abuts against the surface of the laminated wall back plate and the side face of the isolation plate abuts against the side edge of the laminated wall panel, the laminated wall structure and the two pouring formworks are separated, so that the amount of concrete entering the space between the laminated wall panel and the laminated wall back plate is reduced when a concrete wall is poured into the two pouring formworks, and the construction efficiency is improved. And the influence on the effect of filling materials such as sound insulation and heat preservation between the laminated wall panel and the laminated wall back panel is avoided.

The embodiment of the utility model relates to the technical field of oil and gas engineering, and discloses a water-non-dispersible cement paste evaluation device. The evaluation device for the water-non-dispersible cement paste comprises an inner container assembly and an outer container assembly. The inner container assembly is of a hollow structure and used for containing water-non-dispersed cement paste, the top of the inner container assembly is open, the bottom of the inner container assembly is closed, and the inner container assembly is sequentially provided with a first solid wall, a porous wall and a second solid wall from the open end to the closed end. The outer container assembly is arranged around the inner container assembly, a certain gap is formed between the outer container assembly and the inner container assembly, the outer container assembly is used for circulating liquid water, and the liquid water enters the inner container assembly through the porous wall and erodes the cement paste in the inner container assembly. According to the evaluation device for the water-non-dispersible cement slurry provided by the embodiment of the invention, the water erosion resistance of a cement slurry system can be intuitively observed and evaluated.

The application discloses a kind of pressurized smearing and excess discharge mechanism of while drilling well wall reinforcing device, including reaction cabin mechanism, for mixing mud and reaction liquid and being evenly smeared on well wall by hanging brush with mixed liquid;Air bag chamber mechanism is used to deliver gas to reaction cabin mechanism, to promote mud and reaction liquid to mix fully or push mixed liquid;Mud isolation mechanism is in close contact with well wall by rubber contact ring;Pushing mechanism is used to push mud isolation mechanism and reaction cabin mechanism out, and press mud isolation mechanism tightly on well wall surface;The application realizes the overall coverage of well wall by multiple reaction cabin mechanisms operating independently;Mud isolation mechanism is tightly combined with well wall by pushing mechanism, solving the problem of mixed liquid and mud separation during solid wall operation;The problem of mixed liquid excess is solved by air bag chamber and check valve.

The solid-wall pipe comprises a mold box and a detachably-connected box cover, a back plate is detachably installed on the side, away from the box cover, of the inner wall of the mold box, and a dynamic centrifugal one-way exhaust mechanism used for exhausting high-temperature gas in the mold box is arranged in the middle of the back plate. The device further comprises a self-cleaning planetary stirring mechanism, the self-cleaning planetary stirring mechanism comprises a plasticizing tank detachably mounted in the mold box, and a tank cover is detachably mounted in the middle of the outer end of the plasticizing tank. Through the self-cleaning planetary stirring mechanism, the meshing transmission of a planetary gear and a sun gear is utilized, and a material turning scraping plate elastically arranged in a U-shaped sleeve plate is matched, so that the all-directional dynamic mixing of materials in the plasticizing tank and the self-cleaning of the tank wall can be realized, and the uniform plasticizing effect of raw materials with different particle size distribution is ensured; the problem that due to poor material adaptability of an existing single-screw structure, a screw assembly needs to be replaced frequently is solved, and the shutdown maintenance frequency of equipment is reduced.

This utility model discloses a radially reinforced polyethylene solid-wall pipe, including a pipe body composed of an inner layer and an outer layer. The pipe body is characterized by having several discontinuous nylon rings between the inner and outer layers, and welding zones at both ends for easy connection. By setting these welding zones, the nylon ring injection time is controlled during pipe processing according to a predetermined pipe length. The injection of the nylon rings is delayed at the beginning of the pipe body and stopped early at the end, eliminating the need for nylon rings at both ends. This facilitates hot-melt welding of the pipe ends during connection, improving connection reliability. Furthermore, the wall thickness ratio is optimized for a more rational pipe structure, better utilizing the performance advantages of each layer, ensuring pipe stability and adhesion durability, and effectively improving the overall performance of the pipe.

This utility model belongs to the field of grain storage building technology, specifically relating to a cave-like warehouse structure with separated load-bearing and waterproofing functions. The cave-like warehouse structure with separated load-bearing and waterproofing functions includes a beam-column integrated steel arch, anchored steel pipes, horizontal steel beams, continuous embedded parts at the column bases, a waterproof slab, a grain-retaining solid wall, and a water collection and drainage ditch. The beam-column integrated steel arch, anchored steel pipes, continuous embedded parts at the column bases, and horizontal steel beams constitute the load-bearing structure. A waterproof slab is hung on the outside of the horizontal steel beams, with a cavity located between the finished support surface and the waterproof slab. The cavity is connected to the water collection and drainage ditch. The finished support surface connects to the water collection and drainage ditch at the ground level. A grain-retaining solid wall is set inside the waterproof slab, without contacting the waterproof slab. The grain-retaining solid wall is connected to the beam-column integrated steel arch via tie rods. This utility model not only makes the load-bearing system more stable and optimizes the stress distribution, but also separates the load-bearing and waterproofing functions, clearly defining their roles and thus improving grain storage safety.

The application discloses a high-rise building outer side solid wall, which comprises a masonry wall and a curtain wall body fixed on a structural floor, a pre-embedded part is pre-embedded on the structural floor, a supporting frame is fixedly connected on the pre-embedded part, the masonry wall is fixed on one side of the structural floor, the supporting frame penetrates through the masonry wall, a mounting frame is connected on the supporting frame, a plurality of bolt rods are arranged on the curtain wall body and are mounted on the mounting frame, a ventilation and heat dissipation mechanism is arranged between the curtain wall body and the masonry wall, and the ventilation and heat dissipation mechanism comprises a damper structure mounted on the upper side of the curtain wall body and a blowing structure mounted on the lower side of the curtain wall body. The application can be constructed indoors without high-altitude operation risk, ventilation is conducted between the curtain wall body and the masonry wall, heat between the curtain wall body and the masonry wall is taken away, the thermal radiation effect on the outer wall of the building is reduced, and the surface temperature of the outer wall of the building is reduced.

The construction technology comprises the following steps that a bearing platform pit is excavated, and the bearing platform pit with the needed size is formed in a foundation pit through an excavator; and cushion layer pouring is conducted, specifically, a cushion layer mold is built in the center of the bearing platform pit, and concrete is poured into the cushion layer mold. And boundary line measurement: drawing a required bearing platform boundary line on the cushion layer according to the size of the required bearing platform. And the forming mold is fixed to the surface of the cushion layer. And an outer ring cavity is formed between the forming mold and the surrounding soil layer. According to the invention, a solidified soil pouring mode is adopted to replace bricks and prefabricated slabs to form a brick forming die of the bearing platform, so that the outer ring of the solidified soil forming die is tightly attached to a surrounding soil layer. In addition, compared with a solid wall and solidified soil pouring mode, soil generated by excavation of a construction site can be effectively utilized, the cost needed by soil treatment is saved, the requirement needed by processing is met, the investment cost is greatly reduced while loss during processing is shortened, and the energy-saving and environment-friendly effects are achieved.

The utility model discloses a cold-formed thin-walled steel outer wall heat preservation solid wall structure, and relates to the technical field of walls. The cold-formed thin-walled steel external wall thermal insulation solid wall structure comprises a wall body, the wall body comprises a stabilizing layer, a thermal insulation assembly is arranged on the surface of the outer wall of the stabilizing layer, a first external wall hanging plate is arranged on the surface of the outer wall of the thermal insulation assembly, and a second external wall hanging plate is arranged on the surface of the other side of the stabilizing layer. The stabilizing layer comprises two pieces of first cold-formed thin-walled section steel which are arranged in parallel up and down, the two ends of the opposite faces of the two pieces of first cold-formed thin-walled section steel are connected through second cold-formed thin-walled section steel, and solid heat insulation bricks are arranged between the two pieces of first cold-formed thin-walled section steel and between the two pieces of second cold-formed thin-walled section steel. The integral structural strength of the wall body main body can be guaranteed, so that the service life of the wall body main body can be prolonged, the heat insulation effect of the wall body main body can be improved, and the service life and range of the wall body main body can be prolonged.

The invention relates to a basement passive-active combined anti-floating anchor pile well and a construction method, the anchor pile well comprises a pipe pile inserted below a basement bottom plate, the top end of the pipe pile is located above the basement bottom plate, the pipe pile is hollow, the pipe pile comprises a solid wall pipe located on the upper portion and a well pipe located on the lower portion, and a plurality of holes are formed in the periphery of the well pipe; the water passing pipe is positioned in the solid-wall pipe; the water draining pipe is connected with the water passing pipe; the pressure valve and the water pressure sensor are located between the water passing pipe and the water draining pipe; the water filtering pipe is positioned in the well casing and is connected with the water draining pipe end to end; the filter material is filled between the well casing and the water filter pipe; the first reinforcing steel bars are connected with the tops of the pipe piles and the basement bottom plate. Compared with the prior art, a passive anti-floating pile and an active anti-floating well are combined into a whole, the anti-floating performance effect is good, meanwhile, the construction cost is reduced, and energy consumption is reduced.

The invention belongs to the technical field of partition boards, and particularly relates to a gypsum board partition board assembly and an installation method thereof.The gypsum board partition board assembly comprises a supporting assembly, a vertical supporting component, a transverse supporting component and a steering component, a fixing keel of the supporting assembly is placed close to a solid wall, and the fixing keel is fixed to the solid wall through fixing bolts; light steel keels are arranged at the upper end and the lower end between the two sets of fixing keels, auxiliary supporting keels are transversely installed between the two sets of fixing keels at equal intervals, transverse supporting parts are installed below the auxiliary supporting keels, and gypsum boards are fixed to the front ends and the rear ends of the two sets of supporting assemblies. The expansion bolts are fixed to the wall face, the wall face is easier to recover compared with the ground and the ceiling, the expansion bolts do not need to be arranged for reinforcement in an office building and a storefront with the small passenger capacity, and the supporting performance of the whole keel is completed through the transverse supporting parts and the vertical supporting parts; and the situation that the ground and the ceiling with multiple expansion bolts are difficult to recover is avoided.

The invention relates to an air film and a flexible connection type air film building, the air film comprises an air film body, the air film body can form a cavity with an open bottom after being inflated, and the bottom edge of the air film body is provided with a film bottom skirt assembly. According to the gas film, the film bottom skirt assembly is arranged, the film bottom skirt assembly can be matched with the traction assembly, the gas film can be applied to water or marsh or desert, and the water or marsh or desert is matched with the film bottom skirt assembly to replace a pressing ring beam or a solid wall at the bottom of an existing gas film. The gas film can be suitable for gas film projects such as compression ring beams or solid walls which are difficult to implement or cannot be implemented in civil engineering, the civil engineering and the engineering amount of the compression ring beams or the solid walls are omitted, the assembly rate of gas film components is increased, the gas film construction and installation period is shortened, and the complexity of the gas film technology is reduced.