281 results about "Upper floor" patented technology

The present application relates to the field of mining area subsidence reduction and filling mining, in particular to a floor isolation grouting filling control surface subsidence mining method; a certain thickness of rock stratum is selected as a floor pressure bearing protective layer below a floor failure zone, the floor pressure bearing protective layer arches under grouting pressure, but no fissure leading to the upper floor failure zone is generated; the floor pressure bearing protective layer bottom interface is taken as a grouting layer, a grouting borehole is connected to the grouting layer; working face mining is carried out, when grouting filling can be carried out, filling slurry is injected from the grouting borehole to the grouting layer. The filling slurry lifts the floor grouting pressure bearing layer and the floor failure zone under high pressure, finally fills the entire goaf, reduces the breaking degree of the coal seam roof, controls the subsidence amplitude of the overlying strata, and further reduces the surface subsidence amplitude. In the present application, the mining and grouting filling processes are separated, the influence of grouting filling operation on working face mining is avoided, and the present application is particularly suitable for coal mine areas with dense buildings.

The utility model discloses a building security and protection monitoring system, which is used for security and protection monitoring in building floors, and is characterized by comprising a camera shooting module provided with a plurality of network cameras, and one network camera is arranged in each floor; the wireless transmission module is provided with a plurality of wireless gateways, one wireless gateway is arranged in each floor, a wireless network is connected with a network camera, the wireless gateway on the upper floor is sequentially cascaded with the wireless gateway on the lower floor, a router is arranged on the roof, an SIM (Subscriber Identity Module) card is arranged in the router, and the router is respectively connected with the wireless gateway on the uppermost floor and the monitoring center; the power supply module is provided with a plurality of energy storage battery modules, each floor is provided with one energy storage battery module, and the energy storage battery modules are respectively connected with the network cameras and the wireless gateways in the corresponding floors; according to the invention, wiring-free deployment of the monitoring system for the rear stair area of the old building is realized. And wireless signals are kept stable through short-distance multi-hop transmission.

The novel edge constructional column aluminum formwork construction device comprises a support arranged on an upper floor slab and an aluminum alloy formwork, the support is in a cross shape, pulleys are arranged at the two ends and the top of the support, and the novel edge constructional column aluminum formwork construction device further comprises a connecting steel plate arranged on the upper floor slab. The connecting steel plates are respectively welded on the upper surface of the upper floor and the floor wall surface; according to the method for driving the aluminum formwork through the support, in the actual construction process, operability is high, increase and decrease can be conducted according to the site reality, installation is convenient, meanwhile, installation is rapid and convenient, after an external scaffold is dismantled, installation is conducted through a crank arm vehicle in a traditional mode, time and labor are consumed, the installation time of workers can be effectively shortened, applicability is high, and the construction efficiency is improved. Installation and detachment are convenient, construction elevators and other machines and tools can be adopted for transportation upstairs, the requirements for sites and environments are not high, the rubber sealing strips additionally arranged on the two sides of the aluminum formwork can effectively prevent slurry leakage, and the engineering quality and the finished product effect are guaranteed.

A building includes a floor located between an upper floor and a lower floor. The floor includes first floor extending members and second floor extending members that intersect the first floor extending members. The first floor extending members and the second floor extending members are made of wood. A reinforcement member is arranged in at least one of a section between two of the first floor extending members and a section between two of the second floor extending members.

This invention discloses an installation method for a time-zone-division circular pedestal curtain wall. The time-zone-division circular pedestal curtain wall includes time-zone-division curtain wall units. A set of curtain wall glass is arranged with 24 units corresponding to 24 time zones, forming a pedestal shape that is smaller at the top and larger at the bottom. A time zone pointer is also provided at the top of the curtain wall glass, and the projection of the time zone pointer is projected onto the outer surface of the curtain wall glass. This invention facilitates the lighting and aesthetic requirements of the central area by setting a continuous circular pedestal curtain wall in the middle of the corridor. The setting of the lower and upper floor sloping walls facilitates the installation of the curtain wall keel, providing a fixed foundation and ensuring the overall structural integrity. The time-zone setting of the curtain wall glass ensures both aesthetic appeal and ease of installation while improving lighting efficiency. The setting of the time zone pointer and the pointer connecting wall further makes the central curtain wall resemble a sundial, enriching the structural types, and the pointer connecting wall at the connection point ensures the stability of the installation.

The invention relates to a prefabricated building wallboard connecting piece capable of dissipating energy and a prefabricated building wallboard, the prefabricated building wallboard connecting piece comprises a plurality of first connecting pieces and a plurality of second connecting pieces, and the first connecting pieces and the second connecting pieces are arranged at the top of the wallboard and used for connecting the wallboard and an upper floor beam slab; the first connecting piece comprises a first supporting groove and a first supporting piece, the first supporting piece is matched with the first supporting groove in an inserted mode, and the first connecting piece is configured to be in sliding friction between the first supporting groove and the first supporting piece and generate friction damping when the upper floor beam plate and the wall plate are relatively close to each other; the second connecting piece comprises a second supporting groove and a second supporting piece, the second supporting piece is matched with the second supporting groove in an inserted mode, and the second connecting piece is configured to be in sliding friction between the second supporting groove and the second supporting piece and generate friction damping when the upper floor beam plate and the wall plate are relatively away from each other; the two connecting pieces generate friction damping in the vertical direction and the horizontal direction.

The application discloses a construction operation platform of an ultra-high full-closed wind well structure and a construction operation method. When a floor is lifted, a supporting corner is adjusted on a screw rod through an adjusting nut, the supporting corner is close to a square steel frame, the supporting corner no longer supports an inner wall of the wind well, a universal ball is rotated out of the screw rod, a rolling ball body of the universal ball is in rolling contact with the inner wall of the wind well, a tower crane is lifted through a lifting ring, the lifting ring pulls a steel plate, the steel plate pulls the square steel frame to roll and lift on the inner wall of the wind well, and the square steel frame is installed at a mounting position of an upper floor. After a wall-penetrating bolt is used for construction, the square steel frame is installed, the universal ball is rotated into the screw rod and no longer in contact with the inner wall of the wind well, and the supporting corner is adjusted to abut against the inner wall of the wind well to limit the square steel frame. The construction operation platform can be built in the wind well and lifted without disassembly, the problem that the rod body needs to be disassembled and reassembled when the floor is lifted is solved, and the construction efficiency is improved.

The invention provides an assembly type steel truss-concrete composite floor system and an assembly method thereof, and relates to the technical field of floor system buildings. The structure comprises at least one combination box, the combination box comprises a box beam, at least one upper floor slab and at least one lower floor slab, the box beam is arranged on the bearing column, an upper containing groove is formed in the top of the box beam, a lower containing groove is formed in the bottom of the box beam, and the upper floor slab and the lower floor slab are arranged in the upper containing groove. The upper floor slab is arranged in the upper containing groove and connected with the box beam, and the lower floor slab is arranged in the lower containing groove and connected with the box beam. The lower bottom surface of the floor system does not need to be leveled by workers through operations such as ceiling mounting in the later period, and the effect of low construction burden is achieved.

The present invention provides a reinforced concrete and wooden high-rise building with seismic isolation capabilities, which also allows for the stable support of the elevator shaft while avoiding interference with the lower floors. [Solution] A seismically isolated high-rise building 10 includes a lower floor 20 made of reinforced concrete and an upper floor 30 made of wood hybrid structure, wherein an intermediate seismic isolation layer 40 is provided between the lower floor 21 and the upper floor 22 of the lower floor 20. An elevator shaft 35 is supported by the upper floor 30 and extends to a height reaching the floor slab 21a of the lowest floor of the lower floor 20, and is supported inside the concrete core section 50. The elevator shaft 35 is inserted between the ceiling slab 41 and the floor slab 21a of the lower floor 21, maintaining a spacing of 41c, 21c between them and the opening edges of the insertion openings formed in the ceiling slab 41 and floor slab 21a.

The aim is to provide a lightweight, inexpensive, and easy-to-install semi-underground unit that is unaffected by the live and dead loads of the upper floors of the building. [Solution] The semi-underground unit of the present invention consists of a factory-produced top cover plate, a residential unit or interior wall unit, a soil pressure reinforcement unit, and a retaining wall block body formed on-site. The top cover plate is provided with an entrance that connects to a stair cover unit connected to the underside of the building's floor. The residential unit or interior wall unit consists of a box-shaped lightweight steel frame formed of a structural seismic-resistant and reinforced structure such as a wall structure. The soil pressure reinforcement unit consists of a box-shaped lightweight steel frame formed of a structural seismic-resistant and reinforced structure such as a rigid frame structure and a wall structure that protrudes and opens to the ground surface. The retaining wall block body consists of a hollow box-shaped concrete wall whose upper surface protrudes and opens to the ground surface.

The utility model discloses an adjustable elevator shaft operation platform device which comprises a construction platform plate, expansion plates are movably connected to the front side, the rear side and the left side of the construction platform plate, an anchoring plate is movably connected to the middle of the right side of the construction platform plate, and a platform framework is fixedly connected to the lower side of the construction platform plate. Two vertical sliding rods extending downwards are fixedly connected to the middle of the right side of the platform framework. The construction platform can drive the self-climbing frame mechanism to ascend through the driving mechanism, the self-climbing frame mechanism can be automatically hung on an upper floor through the second telescopic supporting mechanism after ascending to the upper layer, and then the self-climbing frame mechanism drives the construction platform to ascend through the driving mechanism. The first telescopic supporting mechanism of the construction platform plate at the bottom of the vertical sliding rod is automatically supported on the lower floor and just ascends to cross the upper surface of the upper floor, so that automatic climbing is achieved, and repeated lifting or repeated mounting and dismounting are not needed.

To provide a joint.SOLUTION: A joint is installed in an open hole formed on a floor slab of a building and has an aggregate part having a vertical pipe connection part to be connected to a vertical pipe extending from the upper floor and a horizontal pipe connection part to be connected to a horizontal pipe, an upper cylindrical part that connects the vertical pipe connection part and the aggregate part and has a larger inner diameter than that of the vertical pipe, and a lower connection part to be connected to the vertical pipe extending from the lower floor. At least any of the upper cylindrical part, the aggregate part, and the lower connection part is formed of resin. A first rotary member is disposed in either the upper cylindrical part or the aggregate part. A second rotary member is disposed in the lower connection part.SELECTED DRAWING: Figure 1

The invention provides an efficient, reinforced and easy-to-construct medical building radiation protection system, which comprises a wall body structure, and is characterized in that the wall body structure comprises an upper floor slab, a lower floor slab and four enclosing walls; the multiple bearing frame bodies are fixedly installed at the bottom of the upper floor slab and on the enclosing wall in an array mode, and the bearing frame bodies are transversely arranged; the assembly type protection mechanism is installed on the bearing frame body, the assembly type protection mechanism design is adopted, installation is convenient, in the assembly type protection mechanism, a connecting piece is installed on the bearing frame body in a sliding mode, and a clamping groove is formed between a clamping piece and the connecting piece and used for clamping and fixing a first lead plate; and the clamping piece is detachably connected with the connecting piece, so that the lead plates are convenient to maintain, and the lead plates I with different thicknesses can be mounted according to use requirements.

The present invention discloses a broadband magnetoelectric dipole antenna with second harmonic suppression. The antenna comprises: an antenna feed structure comprising a bottom dielectric substrate, a rod-shaped stripline, and an H-shaped slot. The bottom dielectric substrate is provided with an upper floor and a lower floor, respectively, on both surfaces thereof. The H-shaped slot is etched into the upper floor, and the rod-shaped stripline is disposed within the bottom dielectric substrate. An antenna radiator structure comprises a top dielectric substrate, a main patch disposed on the top surface of the top dielectric substrate, and the main patch is connected to the upper floor via a grounded metal post. An antenna filter structure comprises an open resonant ring, a grounded metal branch, and a feeder branch. The open resonant ring is printed on the top surface of the top dielectric substrate. The grounded metal branch is located within the top dielectric substrate and connected to the upper floor. The feeder branch is printed on the top surface of the bottom dielectric substrate and connected to the rod-shaped stripline. This antenna can achieve second harmonic suppression without increasing the antenna volume and without affecting in-band matching.

To provide an inter-story structure by a framework wall construction method, capable of reducing noise due to vibration on an upper floor to reduce noise from the upper floor to lower floors.SOLUTION: An inter-story structure comprises: an underfloor frame body 2 arranged on a lower floor wall panel 1 and assembled with floor joist material; floor plywood 3 laid on the top surface of the underfloor frame body 2; an upper floor wall panel 4 arranged on the floor plywood 3 above the lower floor wall panel 1; a three-dimensional net-like structure body 5 laid on the top surface of the floor plywood 3; and a floor substrate material 6 laid on the three-dimensional net-like structure body 5, wherein the upper floor wall panel 4 has a lower frame 4a, which has, on its bottom surface, a groove-like ventiduct 4b extending in a width direction of the lower frame 4a to communicate with the three-dimensional net-like structure body 5.SELECTED DRAWING: Figure 1

The utility model provides a partition wall impact test system which comprises an upper floor and a lower floor which are used for fixing a partition wall test piece, and the partition wall test piece is fixed between the upper floor and the lower floor; the impact assembly is positioned on one side of the partition wall test piece, is arranged on the upper floor slab and is used for impacting the partition wall test piece; the plurality of displacement sensors are arranged on one side, far away from the impact assembly, of the partition wall test piece at intervals; the camera is positioned on one side of the partition wall test piece and is arranged on the lower floor slab; and the intelligent terminal is respectively connected with the displacement sensor and the camera. According to the utility model, real-time data acquisition in the impact process can be realized, the acquired data is comprehensive, high in precision and strong in real-time performance, the detection efficiency and accuracy are improved, and the system is suitable for impact resistance evaluation of large-scale fabricated building structures.

The present invention aims to provide a joint. [Solution] The joint of the present invention is a joint installed in a through-hole provided in the floor slab of a building, and comprises a manifold having a vertical pipe connection part connected to a vertical pipe extending from an upper floor and a horizontal pipe connection part connected to a horizontal pipe, a lower connection part connected to a vertical pipe extending from a lower floor, and an intermediate part connecting the manifold part and the lower connection part and having an inner diameter larger than that of the vertical pipe, wherein at least the intermediate part is embedded in the through-hole of the floor slab, and either the manifold part, the intermediate part, or the lower connection part is made of resin, and a first swivel member is provided inside either the manifold part or the intermediate part, and a second swivel member is provided inside the lower connection part.

The present invention provides a prefabricated building structure, a building assembled with the prefabricated building structure, and its method for assembly. In one embodiment, said prefabricated building structure comprises: a) an upper floor slab, including at least one column, with each of the said at least one column comprises a movable connection end and a free end; b) a lower floor slab, including at least one column slot, with each of the said at least one column slot positioned to correspond to the movable connection end; c) a spacing slab, including a set of guide rails; wherein the spacing slab is positioned between the lower floor slab and the upper floor slab; said at least one column is initially in a horizontal position and adopts an upright position when the free end is guided by the guide rails into a corresponding column slot after the upper floor slab is raised.

The invention discloses a floor brush structure capable of adjusting the hinging tightness of a connecting pipe according to the moving condition, and the floor brush structure comprises a floor brush lower shell which is provided with a dust collection hole, a dust collection pipe is connected to the dust collection hole, and a hose is connected between the dust collection pipe and a handle pipe; the two sides of the handle pipe are hinged to the floor brush lower shell, the tensioning piece is installed on the inner wall of the floor brush lower shell, and the tensioning piece is used for controlling the tightness of the rotating angle of the handle pipe; and the floor brush upper shell is detachably connected to the floor brush lower shell. The tensioning part is arranged in the lower shell of the floor brush, the two sides of the handle pipe are connected to the lower shell of the floor brush through the hinge shafts, the tensioning part is connected to the hinge shafts, the tensioning degree can be adjusted in the rotating process of the handle pipe according to the moving condition of the floor brush, and when the floor brush is slowly perpendicular and a hose connected with the handle pipe is bent too much, the tensioning degree can be adjusted. The larger the tensile force is, the damage caused by excessive bending of the hose is avoided, and the cleaning effect is improved.

This will suppress cracking and reduce costs. [Solution] A floor structure having a lower floor slab and an upper floor slab provided on the lower floor slab, wherein the lower floor slab is made of unreinforced concrete or reinforced concrete using first concrete, and the upper floor slab is made of reinforced concrete using second concrete, and the shrinkage strain of the second concrete is smaller than the shrinkage strain of the first concrete.

The utility model discloses an L-shaped cement prefabricated flue connected with a structural wall. A plastering pressing groove 3 is formed in the outer portion of the L-shaped prefabricated flue 1. The galvanized iron sheet 4 is clamped into the plastering pressing groove 3 and tightly attached to the structural wall body 2. The pre-buried galvanized iron sheet 4 is in anchoring connection with the structural wall body 2 through the gun nails 5; the galvanized iron sheet 4 is welded with the galvanized welded wire mesh 6 in the L-shaped prefabricated flue 1; a horizontal joint of each layer of L-shaped prefabricated flue 1 is reserved on the upper floor of a floor plate 10 and is tightly blocked by polymer mortar, and a gap between the horizontal joint and the floor plate 10 is made of C20 fine aggregate concrete 7; and joints between the two sides of the L-shaped prefabricated flue 1 and the structure of the structural wall 2 are blocked by using anti-crack mortar 9. According to the construction method, it is ensured that the L-shaped prefabricated flue 1 and the structural wall 2 are tightly connected, the construction method has the advantages of being firm in installation, good in integrity, reliable in quality and the like, the problem that the integrity of the L-shaped prefabricated flue 1 is poor is well solved, and the installation quality of the L-shaped prefabricated flue 1 is improved.

The invention relates to a motor vehicle comprising a floor structure assembly and a reservoir unit structure assembly. The floor structure assembly is an integral component of the motor vehicle body. The reservoir units of the reservoir unit structure assembly are arranged in the floor structure assembly. The reservoir units are arranged in the cell cavities of a honeycomb structure extending in the vertical direction of the vehicle, the honeycomb structure being made of aluminum by means of extrusion, a plurality of reservoir units being arranged side by side in each of the cell cavities. The motor vehicle comprises a lower floor and an upper floor, which are connected via at least one spacer and at least one screw connection, the spacer being an element corresponding to the distance between the lower and upper floor, the upper floor being materially bonded to the side sill and the body cross member and forming an integral component of the body-in-white, the lower floor being detachably connected to the side sill and the body cross member.

The invention discloses a connecting mechanism for modular steel structure double-beam combination, which comprises an upper floor slab and a lower floor slab which are stacked up and down, and further comprises a connecting unit which comprises a connecting assembly which is arranged between the upper floor slab and the lower floor slab and is used for connecting the upper floor slab and the lower floor slab, the filling assembly is arranged between the contact surfaces of the connecting assembly and is used for filling a gap in the connecting assembly; the filling assembly comprises an upper connecting piece and a lower connecting piece; and the self-locking unit is arranged between the upper connecting piece and the lower connecting piece and is used for locking the upper connecting piece and the lower connecting piece. The upper connecting piece is placed at the upper end of the lower connecting piece in the aligned mode, so that the gap between the upper connecting piece and the lower connecting piece is fully filled, then the upper connecting piece and the lower connecting piece are locked through the self-locking unit, and it is ensured that the gap between the upper connecting piece and the lower connecting piece in the connected state can be always kept in the fully filled state; and the stability and the bearing capacity of the whole mechanism are improved.

Tractor (100), comprising a lower floor (11) and an upper floor (10), wherein in the lower floor (11) and / or in the upper floor (10) at least one first sleeping compartment (12a, 12b), in particular at least one first and one second sleeping compartment (12a, 12b), is arranged, each of which extends over an entire width (B) of the tractor (100), wherein the sleeping compartment (12a, 12b) has a double bed (13a, 13b).

The invention relates to a support profile (3-5) for a floor system (1; 201; 301), with an upper floor support (30; 40; 50; 60; 70) extending in a longitudinal direction (L) for a floor covering (2; 202; 302) that can be attached from above to the floor support in a vertical direction (H) of the support profile (3-5), and to a floor system (1; 201; 301) for a balcony (B), a terrace and / or a building with a floor covering (2; 202; 302) that is attached to at least two support profiles (3-5) arranged side by side and extending in a longitudinal direction (L), wherein the support profiles (3-5) are arranged side by side and extending in a direction (K) different from the longitudinal direction (L), in particular transversely to the longitudinal direction (L). 304a-d) are fastened.The invention solves the problem of providing a modular, simple and quick assembly of a floor system by having the support profile (3-5) at least one elongated support profile element (3a-c; 4a-c; 5a-c) which has at least two longitudinally extending (L) and vertically offset hollow chambers (36-38) at at least one end in its longitudinal direction (L) for receiving an elongated fastening element (9a-d, 10, 11) of the support profile (3-5), wherein the elongated fastening element can be attached to and / or on a support element (K1-K4; K1'-K4'; 304a-d) of the floor system, and by a floor system with support profiles (3-5) designed in this way.

This invention discloses a large roller assembly for a floor scrubber with oblique motion function, comprising: a lower floor brush housing, a limiting groove on the rear side of the lower floor brush housing, an installation cavity inside the lower floor brush housing, an air suction duct and a roller brush assembly inside the installation cavity, a rotating component inside the limiting groove, a large roller connected to the rotating component, and a small roller on the front side of the bottom of the lower floor brush housing; and an upper floor brush housing, with a connecting ear and a limiting arc plate on the upper floor brush housing, the connecting ear abutting against the limiting groove, and the limiting arc plate located above the roller brush assembly. In use, the connecting shaft moves within the limiting notch as the large roller rolls, with a second bearing rolling on the rolling surface inside the limiting groove, thereby driving the first bearing to rotate on the threaded groove. The other end of the connecting shaft is connected to a retaining ring on the large roller. This structure reduces oblique slippage of the large roller, reduces resistance, and makes the floor brush operate more flexibly.

This invention discloses an external wall scaffolding lifting guide rail mechanism, lifting method, and wall nail positioning method, belonging to the field of building construction technology. The external wall scaffolding lifting guide rail mechanism includes a guide rail, a positioning support, and a wall nail locator, and also includes wall nails horizontally fixed to the outer perimeter of a concrete floor slab. The guide rail is fixed to the inner column of the external wall scaffolding and is divided into a lower positioning fixing section and an upper positioning guide section. The guide rail has an internal space that is vertically connected, and a slot is provided on the front side facing the wall for the outer section of the wall nail to extend into the internal space and slide up and down. The positioning support is located in the internal space of the positioning fixing section of the guide rail and can be combined with the wall nail to temporarily fix the external wall scaffolding at a certain height. The wall nail locator is located on the upper part of the positioning guide section and is used for positioning during the pouring of the upper floor slab and for leaving a threaded hole for the inner section of the wall nail to screw into.

The invention relates to the technical field of hanging basket equipment, in particular to a hanging basket limiting cableway device which comprises a hanging basket support system, upper limiting square steel, a hanging basket, cableway steel wire ropes, lower limiting square steel and lower limiting square steel anchoring nodes. The upper limiting square steel is arranged on an upper floor of the outer vertical face of the broken line wall, and a fixed pulley is welded to the end of the upper limiting square steel. The lower limiting square steel is arranged on the lower floor of the outer vertical face of the broken line wall, and when the lower limiting square steel is located on the skirt house floor or the ground, the lower limiting square steel anchoring joints are adopted. According to the hanging basket limiting cableway device, the problem of adaptation of broken line surface construction is thoroughly solved, and the technical blank of the industry is filled up. The stable operation of the hanging basket along a set broken line track is realized for the first time through a limiting rail system formed by the upper limiting square steel, the lower limiting square steel or the anchoring node and the cableway steel wire rope in cooperation with a sliding connection structure of the fixed pulley and the hanging basket body.