170 results about "Brickwork" patented technology

An electrically conductive brickwork module is used in a resistive heating or thermal energy storage system. The brickwork module includes an electrode constructed with metallic chromium physically and electrically connected to one or more electrically conductive bricks. The electrode is operational at temperatures in excess of 1300 C, or in some instances in excess of 1500 C. In some instances the electrodes are constructed of ceramic bricks having internally incorporated metallic agglomerates.

The invention discloses a construction method for improving masonry quality and progress, which comprises the following steps of: cleaning sundries in a construction area to ensure that a foundation is firm and flat, and positioning an elastic line through laser; the brickwork is watered and soaked so that the brickwork can fully absorb water, then mortar is prepared, the mortar is poured according to the line snapping position, and a first layer of brickwork is built; according to the method, the leveler is matched with the mortar paving device for use, so that the uniformity of mortar paving can be ensured, the horizontal and vertical perpendicularity of the masonry in the transverse direction can be ensured, the quality problems of non-uniform mortar joints, missed joints and through joints of masonry can be solved, the construction efficiency is improved, and the construction cost is reduced. In addition, by means of actual operation, mortar can be saved, the construction speed can be increased, benefits can be increased, used tools can be produced in batches in factories and directly used on site, and construction efficiency and economic benefits can be improved according to construction of the method.

An electrically conductive brickwork module configured to be used in an electrically heated thermal energy storage system and / or a resistive heating system to heat a fluid flowing across a dimension of the electrically conductive brickwork module from an input to an output. The module includes a plurality of electrically interconnected sets of electrically conductive bricks configured to be heated when electricity flows there through and a plurality of electrically insulating bricks separating each pair of adjacent sets of the plurality of electrically interconnected sets. There are and a plurality of flow paths defined by the plurality of electrically insulating and physically separated from the electrically conductive bricks to direct a fluid flowing from the input to the output.

The utility model relates to the production of fiber-reinforced polymer mesh made of non-metallic materials, used for reinforcing masonry and brickwork, concrete structures, for soil reinforcement, as well as for fencing and increasing the service life of roads.The task of the utility model is to create a FRP mesh having high consumer characteristics, physical and mechanical properties, while ensuring high axial tensile strength of both longitudinal and transverse rods.The FRP mesh is made of longitudinal and transverse rods connected to each other in accordance with the principles of the utility model; the mesh cell zone is formed by connecting cured and uncured rods at a right angle with subsequent curing of the mesh, in that case the connection of rods is carried out by feeding bundles of roving strands belonging to the formed longitudinal rod that are divided into strands of unequal thickness, are oriented perpendicularly to the longitudinal axis of the transverse rod and cover areas of its radial surface on opposite sides, which leads to the formation of cavities between rectilinear sections of the longitudinal rod and the surface of the transverse rod (FIG. 6, Table 2)

The utility model discloses a device for optimizing working procedures by utilizing crane hoisting, which can be arranged on a crane and comprises a crane hoisting tool structure, a standard knot whole and a hoisting structure, the crane hoisting tool structure can be arranged on the crane and is used for hoisting the standard knot whole, and the standard knot whole is arranged on the crane hoisting tool structure and is used for connecting the hoisting structure. The lifting structure is arranged on the standard knot whole and used for carrying, and the crane lifting tool structure comprises a lifting hook arranged on a crane and a rigging arranged on the lifting hook and used for being connected with the standard knot whole. According to the device for optimizing the working procedure through crane hoisting, construction which cannot be achieved through a conventional construction working procedure is overcome, cost is reduced, a locomotive does not need to be installed, road planes are backfilled and tamped, cost is saved, application is wide, the device is suitable for installation of brickwork, column row brickwork, steel structures, pipelines and equipment in all industries and majors, efficiency is high, speed is high, and safety and reliability are achieved; and the method is not limited by ground conditions.

The utility model relates to an anti-blow-by coke oven regenerative chamber structure, which is divided into a plurality of different temperature intervals from the lower part of a combustion chamber to the bottom of the regenerative chamber, and sequentially comprises a high-temperature area, a medium-temperature area, a low-temperature area and a low-temperature area from top to bottom, the gas pipeline airflow channels corresponding to all the temperature intervals are staggered, and a high-temperature-resistant metal hose is arranged in the gas pipe brick airflow channel corresponding to the same vertical flame path from top to bottom in a full-length mode; and sliding layers are arranged among the brickworks in different temperature intervals. According to the utility model, gas supply blowby caused by mortar joint tearing or gas pipe brick breakage due to displacement between the upper and lower layer gas pipe bricks in the main wall of the regenerative chamber of the coke oven caused by different expansion during the oven drying period or the residual expansion period of the coke oven can be prevented, and smooth and safe production of the large coke oven is ensured.

The present invention describes a multi-component inorganic capsule anchoring system for chemically fastening anchors and post-installed reinforcements in a mineral matrix, comprising a curable powdered aluminum cement component A and an initiator component B for initiating a curing process in an aqueous phase, wherein the powdered aluminum cement component A is an aluminum cement component based on powdered calcium aluminate cement, and wherein component B comprises an accelerator component and water. Furthermore, the invention relates to a method for chemically fastening anchoring members, preferably metal anchors and post-installation reinforcements, in a mineral matrix, such as a structure made of bricks, concrete, pervious concrete or natural stone.

A multi-component mortar system contains a curable aqueous-phase aluminous cement component A and an initiator component B in aqueous-phase for initiating the curing process. Component A further contains at least one plasticizer, water, and at least one blocking agent selected from phosphoric acid, metaphosphoric acid, phosphorous acid, and phosphonic acids. Component B contains an initiator, at least one retarder, at least one mineral filler, and water. A multi-component system is useful, which is ready-for-use, for chemical fastening of anchoring means, preferably of metal elements, in mineral surfaces, such as structures made of brickwork, concrete, pervious concrete or natural stone as well as its use for chemical fastening of anchoring means.

The utility model discloses an auxiliary tool for brick construction, which relates to the field of flatness detection and comprises a straight long rod and a flatness measuring assembly capable of sliding along the length direction of the long rod and used for detecting the surface flatness of a tiled object to be detected. Wherein the flatness measuring assembly comprises a sliding piece arranged on one side of the long rod in a sliding mode, the sliding piece is provided with a sliding cavity and an inlet and outlet, the extending direction of the sliding cavity is perpendicular to the length direction of the long rod, and the inlet and outlet are formed in the extending direction of the sliding cavity and communicate with the sliding cavity. Through the extrusion of the bulge of the flatness detection surface of the object to be detected on the detection piece and the pushing of the spring on the detection piece, the tiny concave-convex change of the brick surface can be sensitively captured; and the brick surface height difference is converted into a visual datum line by utilizing the display line on the damping sliding block, so that a constructor can quickly position an uneven area.

The present invention discloses a multi-perspective detection method and application system for brick masonry construction quality. In the data processing part, the method combines web crawler technology and proprietary data for data enhancement, obtains rich training data through multi-perspective transformation, and improves the generalization ability of the model. It solves the problem of insufficient data in existing methods when processing complex scenes. In the testing stage, the EPnP posture estimation algorithm and brick boundary intersection auxiliary correction are used to effectively solve the image angle problem and improve the accuracy of detection. Existing methods often have poor effects when processing image angle changes, resulting in deviations in detection results. In the evaluation stage, the corner defect detection function is introduced, and the boundary line is completed through the geometric extrapolation method, which improves the accuracy of horizontality and verticality evaluation. At the same time, the defect detection function also provides strong support for construction quality monitoring. In contrast, existing methods often ignore the impact of corner defects on the results during the evaluation process, resulting in inaccurate evaluation results.

1. The name of this design product: Brickwork (Interlocking Modular Flood Protection). 2. Purpose of this design product: This design is used for interlocking combinations of flood control brickwork. 3. The design key point of this appearance design product lies in the shape. 4. The picture or photo that best illustrates the design points: three-dimensional picture.

At least one alkali and / or earth alkaline metal salt in an inorganic mortar system can be used for a chemical fastening of anchoring means in mineral substrates. The inorganic mortar system has a curable aluminous cement component A and an initiator component B for initiating the curing process. Component A further has at least one blocking agent selected from the group of phosphoric acid, metaphosphoric acid, phosphorous acid, boric acid, and phosphonic acids, and component B has an activator. The at least one alkali and / or earth alkaline metal salt in an inorganic mortar can accelerate curing of the cements as well as increase load values. A method for a chemical fastening of anchoring means, preferably of metal elements, in mineral substrates such as structures made of brickwork, concrete, pervious concrete or natural stone can also be performed.

The utility model discloses an adjustable mortar joint controller which comprises a hopper, the outer wall of the hopper is fixedly connected with a grip, the inner wall of the hopper is provided with guide rails, the outer walls of the three guide rails are provided with movable side plates, one end of each movable side plate is provided with a fastening bolt, the outer wall of the hopper is provided with a sliding groove, and the outer wall of the hopper is provided with a clamping groove. A plurality of protruding blocks distributed at equal intervals are fixedly connected to one end of the hopper, a guide block is fixedly connected to the end, close to the protruding blocks, of the bottom of the hopper, a control block is arranged in the guide block, and a connecting rod is fixedly connected to the outer wall of the control block. According to the device, by arranging the hopper, the grip, the guide rail, the movable side plate, the fastening bolt, the sliding groove, the protruding block, the guide block, the control block, the connecting rod, the through hole and the positioning bolt, size adjustment can be conveniently conducted according to brickworks with different widths, meanwhile, the discharging speed and flow can be controlled, and then the application range is widened.

The utility model relates to a refractory brick with a regular hexagon structure, which structurally comprises a base 101 and a protruding part 102, the base 101 and the protruding part 102 are both of a hexagon structure, the hexagon side lengths of the base 101 and the protruding part 102 are equal, the protruding part 102 is positioned at the upper part of the base 101, the first protruding side 1022 of the protruding part 102 is parallel to the first base side 1011 of the base 101, and the second protruding side 1022 of the protruding part 102 is parallel to the first base side 1011 of the base 101. The first protruding edge 1022 coincides with the center line of the base 101, and the thickness of the base 101 is the same as that of the protruding part 102. The refractory brick provided by the utility model is suitable for bricklaying of kilns, and is also suitable for spliced brickwork of civil buildings and the like.

1. Name of the designed product: screen (brick sculpture). 2. Use of the designed product: for screen. 3. Design points of the designed product: in shape. 4. Picture or photo best indicating the design points: perspective view.

The present invention pertains to a use of sodium polyphosphate, preferably selected from the group consisting of sodium tripolyphosphate (STPP, Na5P3O10), sodium hexametaphosphate (SHMP, Na6P6O18), sodium trimetaphosphate (STMP, Na3P3O9), sodium metaphosphate (SMP, NaPO3) and mixtures thereof, in an inorganic mortar system for a chemical fastening of anchors and post-installed reinforcing bars in mineral substrates, comprising a curable aluminous cement component A and an initiator component B for initiating the curing process. Component A comprises a calcium aluminate cement, at least one blocking agent selected from the group consisting of boric acid, phosphoric acid, metaphosphoric acid, phosphorous acid and phosphonic acids and water, and component B comprises an activator and water. Moreover, the present invention pertains to a use of sodium polyphosphate, preferably selected from the group consisting of sodium tripolyphosphate (STPP, Na5P3O10), sodium hexametaphosphate (SHMP, Na6P6O18), sodium trimetaphosphate (STMP, Na3P3O9), sodium metaphosphate (SMP, NaPO3) and mixtures thereof, in an inorganic mortar to accelerate calcium aluminate cement hydration as well as to a method for a chemical fastening of anchors and post-installed reinforcing bars, preferably of metal anchors and post-installed reinforcing bars, in mineral substrates, such as structures made of brickwork, concrete, pervious concrete or natural stone.

The invention relates to a masonry structure lintel reinforced through angle steel supports and steel braces and a construction method of the masonry structure lintel. The masonry structure lintel comprises the angle steel supports, batten plates, the steel braces and through-wall bolts. The angle steel support is arranged on the lower portion of a masonry structure lintel crack, and the batten plate is tightly attached to the angle steel support and welded to the angle steel support. One end of the steel brace is welded with the angle steel bracket, and the other end of the steel brace is fastened and connected with the steel brace on the other side of the lintel through a wall-penetrating bolt and a nut; and after the angle steel brackets, the batten plates, the steel braces, the through-wall bolts and the like are all installed, cement polymerization grouting liquid is poured into the cracks. The angle steel supports and the steel braces are adopted to reinforce lintel cracks of the masonry structure, tensile stress generated by pressure grouting reinforcement can be borne, the method is simple in construction, safe and reliable, the ductility of the structure can be improved, and the anti-collapse capacity of the structure can be enhanced.

An apparatus is disclosed for securing a tube of uniform cross section to a brickwork corner to serve as a profile. The apparatus comprises at least one collar for sliding onto the tube to define fixed reference surfaces to contact the two faces of the corner and to define adjustable abutments for contacting the two faces of the corner at a distance from the reference surfaces to permit adjustment of the attitude of the tube in two orthogonal planes, and a tensioning arrangement for applying a force directly or indirectly to the tube to urge the reference surfaces and the adjustable abutments into contact with the two faces of the corner.

This invention provides a method for constructing an arched, tie-down glass brick partition wall. By using a steel frame to create the arched doorway base, L-shaped stainless steel hangers are welded to the front facade and tied into the gaps in the glass brickwork. This achieves both the desired decorative effect and ensures overall stability and sturdiness. This invention enables the construction of arched partition walls using transparent glass bricks, achieving both aesthetic appeal and structural stability. It can be applied to composite wall systems with arched structures or glass bricks as the facing material, addressing the issue of insufficient stability at higher construction heights and even meeting the requirements for constructing arched doorway partition walls.

The utility model discloses a brickwork building levelness and verticality controller which comprises a first U-shaped clamp and a second U-shaped clamp, the first U-shaped clamp and the second U-shaped clamp respectively comprise a clamp body and two inserting plates, the clamp bodies can be elastically opened and closed, and the two inserting plates are respectively arranged on two clamping arms of the clamp bodies and can be inserted into gaps of adjacent building blocks. The first U-shaped clamp further comprises a self-locking type plumb bob preventing mechanism arranged on any clamping arm, and any clamping arm of the second U-shaped clamp is further provided with a semi-through groove which only allows a line of the self-locking type plumb bob preventing mechanism to penetrate. The fixing effect is enhanced by increasing the fixing points and the elastic opening and closing effect of the clamp body, the line of the self-locking type plumb bob mechanism is pulled out and clamped into the semi-through groove after fixing, the position of the second U-shaped clamp is adjusted to enable the line of the plumb bob to be in a horizontal state, operation steps are few, and operation is convenient and fast.

The utility model relates to a masonry structure wooden column reinforced by a newly-added steel frame. The masonry structure wooden column comprises a log column, a newly-added angle steel frame, angle steel cross braces, connecting steel plates, angle steel stiffening ribs and chemical anchor bolts, the newly-added angle steel frames are arranged on the two sides of the log column correspondingly and fixed to the log column through self-tapping screws correspondingly, and meanwhile the newly-added angle steel frames on the two sides of the log column are welded through connecting steel plates. The newly-added angle steel frame is connected with the original wall body through chemical anchor bolts; two ends of the connecting steel plate are respectively welded on the newly-added angle steel frame; the utility model has the most remarkable advantage that the newly added steel frame is adopted to reinforce the masonry structure wooden column, so that the overall shock resistance of the original structure can be improved, and the new and old structures jointly bear the earthquake action, thereby enhancing the toughness of a house and preventing the structure from collapsing.

A method of manufacturing a ceramic brickwork member, the method comprising the steps of: a) providing a container defining a base and four walls extending around said base so as to define a receptacle; b) providing a first plastically deformable material in the receptacle; c) imparting a textured surface onto an upper surface of the first material; d) applying a second material onto the textured surface; e) curing the second material to create a flexible mould comprising the textured surface; f) arranging the flexible mould to form a substantially tubular mould comprising the textured surface on an internal surface thereof; g) at least partially filling the tubular mould with a third material; h) curing the third material to form a substantially cylindrical mould comprising the textured surface on an external surface thereof; i) imparting the textured surface on a clay building material. The first material may be deformable and may be deformable clay material. The first material may be rolled or flattened.

The utility model discloses a novel brickwork infilled wall and steel structure pulling joint which comprises a brickwork infilled wall and a steel structure body, the brickwork infilled wall is connected with the steel structure body, and the steel structure body and the brickwork infilled wall are connected with pulling pieces. The tie piece is composed of tie bars, reinforcing ribs and tie angle steel. The utility model relates to the technical field of steel structures, in particular to a novel brickwork infilled wall and steel structure pulling connection node, a pulling connection piece is arranged between a brickwork infilled wall and a steel structure body for pulling connection, specifically, the pulling connection piece is composed of pulling connection angle steel, pulling connection bars and reinforcing ribs, the pulling connection angle steel is embedded in the brickwork infilled wall, and the reinforcing ribs are embedded in the brickwork infilled wall. The tie bars are connected with the steel structure body in a welded mode, so that the length of the reinforcing ribs can be adjusted, the length of the reinforcing ribs is matched with the width of the masonry filler wall and the width of the steel structure body, and the supporting and reinforcing effects are achieved.

A multi-component mortar system contains a curable aqueous-phase aluminous cement component A and an initiator component B in aqueous-phase for initiating the curing process. Component A further contains at least one plasticizer, water, and at least one blocking agent selected from phosphoric acid, metaphosphoric acid, phosphorous acid, and phosphonic acids. Component B contains an initiator, at least one retarder, at least one mineral filler, and water. A multi-component system is useful, which is ready-for-use, for chemical fastening of anchoring means, preferably of metal elements, in mineral surfaces, such as structures made of brickwork, concrete, pervious concrete or natural stone as well as its use for chemical fastening of anchoring means.

The utility model relates to a masonry structure concrete horizontal straining beam formwork erecting and fixing device which comprises two sets of formwork baffle devices, two sets of rectangular pipe connecting plate devices, two connecting bolts special for rectangular pipe connecting plates and four connecting bolts special for rectangular connecting plates. The template baffle device comprises a limiting baffle, the top of the limiting baffle is fixedly connected with a rectangular lower connecting plate, and a lower solid mounting and dismounting hammer lug and an upper solid mounting and dismounting hammer lug are fixedly mounted on the rectangular lower connecting plate; the rectangular tube connecting plate device comprises a rectangular upper connecting plate and a rectangular tube connecting plate, wherein the top of the rectangular upper connecting plate is fixedly connected with the rectangular tube connecting plate; the two rectangular tube connecting plate devices are connected through the two connecting bolts special for the rectangular tube connecting plates. The rectangular lower connecting plate and the rectangular upper connecting plate are connected through special connecting bolts for the rectangular connecting plate. The connecting piece can be processed in batches, is made of aluminum alloy, is stable in connection, is not easy to loosen, is wide in application range, is low in maintenance cost, and can be used repeatedly.

The invention provides a converter live bottom magnesia carbon brick building method, and belongs to the technical field of converter lining refractory material building construction. According to the method, a straight line building mode is adopted, and fire clay is smeared for construction. Specifically, the method comprises the following steps: firstly, determining the direction of a straight line and the size of the brick shape, reducing the brick shape of the furnace bottom brick, reducing the brick sawing trouble in the building process and improving the building efficiency, and independently building 4-18 air supply bricks at the furnace bottom in a linear arrangement manner; then, the width size of the furnace bottom brick is determined according to the diameter size of the furnace bottom and the size of the conventional production brick shape of the furnace bottom brick, and the thickness size of the furnace bottom brick is determined according to the distance between the air supply hole centers of the adjacent air supply bricks. According to the method, air supply bricks are arranged on two adjacent linear masonry rows respectively, the size of the brick shape is determined on the basis, and the thickness of fire clay needs to be reserved for design and calculation of the size of the brick shape. The brickwork obtained by the invention is higher in structural strength, and the construction efficiency is also improved.

A two-component mortar system chemically fastens anchors in mineral substrates. The system has a curable aqueous-phase aluminous cement component A and an initiator component B in an aqueous-phase for initiating a curing process. A ready-for-use two-component system for chemical fastening fastens anchors to metal elements, structures made of brickwork, concrete, pervious concrete or natural stone.

The utility model provides a brickwork carrying clamp which comprises a brickwork clamp body, the brickwork clamp body comprises a supporting frame, two grabbing fingers, a control rod, two installation blocks and two springs, one of the two grabbing fingers is connected with one end of the supporting frame, and the other of the two grabbing fingers is connected with the other end of the supporting frame in a pivoted mode; the control rod is arranged on the outer wall of the grabbing finger which is pivotally connected with the support frame; the two mounting blocks are respectively arranged on the outer wall of the support frame and the outer wall of the control rod; the two ends of the two springs are connected with the outer walls of the two mounting blocks correspondingly. According to the brickwork carrying clamp, when the brickwork is carried through the carrying clamp, the control rod can be controlled through the spring, so that the grabbing fingers can automatically clamp the brickwork, it is guaranteed that the brickwork is normally carried through the clamp, and meanwhile the hand burden of workers can be reduced.

The utility model discloses a brickwork structure brick weathering degree testing device, which belongs to the brickwork structure brick weathering degree testing field, and comprises a stabilizing assembly and a testing assembly, the stabilizing assembly comprises a mounting frame, the interior of the mounting frame is rotatably connected with two gears, one side of one gear is connected with a servo motor, and the other side of the other gear is connected with a servo motor; the lower end of the mounting frame is fixedly connected with two stabilizing plates, the surfaces of the two stabilizing plates are respectively provided with two first screw holes, and the interiors of the two first screw holes are respectively in threaded connection with a first bolt. Therefore, the accuracy of the testing device is improved, the practicability of the testing device is enhanced, meanwhile, the testing device can be adjusted through mutual cooperation of the results so as to be suitable for a complex ground environment, and the use convenience of the testing device is improved.

The invention relates to the technical field of building ardealite powder hydration regulation and control, and discloses semi-dry ardealite brickwork hydration regulation and control equipment which comprises a hydration stirring mechanism configured to be a hydration space with heat preservation and pressure preservation, and the hydration space is internally provided with a planet multi-group stirring piece with a multi-path high-speed timing stirring function. Building phosphogypsum powder, dihydrate phosphogypsum powder, a hydration regulation and control auxiliary agent and water are intermittently doped into the hydration space synchronously and asynchronously; the dry material metering mechanism is configured to be used for metering and weighing the building phosphogypsum powder and the dihydrate phosphogypsum powder; the liquid material metering mechanism is configured to be used for metering and weighing the water and the hydration regulation and control auxiliary agent; the regulation and control method comprises the following steps: step 1, regulating and metering dry materials; 2, regulating and metering a liquid material; 3, initial hydration regulation and control; step 4, hydrating characteristic regulation and control; and step 5, stirring speed control regulation and control. According to the method, the beta-semi-hydrated phosphogypsum is subjected to accurate hydration regulation and control treatment in the batching process, so that the thorough hydration reaction of the beta-semi-hydrated phosphogypsum can be ensured.