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85results about "Building material handling" patented technology

Bricklaying device and bricklaying robot

ActiveCN111088895ASimple structural designReduce sizeBuilding material handlingBrickEngineering
The invention discloses a bricklaying device and a bricklaying robot. The bricklaying device comprises a base, a brick transfer assembly, a brick feeding assembly and a plastering assembly. The bricktransfer assembly comprises a mechanical arm and a grabbing part. The mechanical arm is connected with the grabbing part to transfer bricks. The mechanical arm is movably arranged on the base and cando up-down lifting motion relative to the base. The brick feeding assembly comprises a bearing platform. The bearing platform is suitable for bearing the bricks. The bearing platform can do up-down lifting motion relative to the base, and the highest distance of the bearing platform relative to the base can be adjusted, so that the bricks are located within the grabbing range of the grabbing partall the time. The plastering assembly is arranged on the base and comprises a plastering head. The plastering head is used for plastering the bricks. The bricklaying device provided by the embodimentof the invention integrates brick transferring, brick plastering and bricklaying, can automatically complete the multiple working procedures, liberates manpower and accelerates the bricklaying progress; and shorter time required for brick taking is consumed, plastering and bricklaying can be quickly carried out after brick taking, the whole working procedure time is short, and the bricklaying efficiency is high.
Owner:GUANGDONG BOZHILIN ROBOT CO LTD

Wall surface leveling system and leveling method

ActiveCN107227830ACovering/liningsBuilding material handlingSurface levelJoist
The invention relates to a wall surface leveling system and leveling method, and problems that for the existing wall surface lightgage steel joist leveling mode, the mounting structure is complex, the space occupied by the leveling basement layer is relatively large, and the leveling mode is not suitable for being applied to a small space are solved. A plurality of vertical joists are arranged between a heaven joist and an earth joist in an embedded manner, the upper and lower ends of each vertical joist are respectively clamped into U-shaped grooves of the heaven joist and the earth joist, each vertical joist has a U-shaped cross section, the opening side of each vertical joist faces the wall surface, a plurality of adjusting blocks are arranged in a U-shaped groove of each vertical joist from top to bottom, the central part of each adjusting block is provided with a screwed hole, an adjusting stud is arranged in each screwed hole in an adjustable manner, the inner end of each adjusting stud abuts against the wall surface, the center of each adjusting stud is provided with a bolt hole, and a bolt fixing the adjusting stud on the wall surface is arranged in a manner of traversing the corresponding bolt hole. The vertical joists are supported by side surfaces of the adjusting blocks, and therefore the wall surface can be leveled quickly, the adjusting mode is simple and convenient, the space occupied by the leveling process is small, and the indoor space utilization rate is increased.
Owner:ZHEJIANG YASHA DECORATION

Wind resistant concrete roof component and system and method for forming same

ActiveUS20140165487A1Photovoltaic supportsRoof covering using slabs/sheetsGlass fiberCarbon fibers
A roof system includes a roof panel formed of concrete and an architectural surface such as a corrugated surface. A first layer of reinforcing material is disposed along and spaced inwardly from a first surface of the roof panel, and an optional second layer of reinforcing material is disposed along and spaced inwardly from a second surface of the roof panel. The first layer of reinforcing material is spaced from the second layer of reinforcing material. The reinforcing material may be formed of fiber-reinforced polymer mesh, made with carbon fibers or glass fibers. FRP rebar may be used in conjunction with FRP mesh to provide added structural strength. The roof panel may include one or more elongated ribs having a thickness greater than adjacent portions of the roof panel. In other aspects, concrete structures with reinforcing material may be used for either roof panels or wall applications.
Owner:FLORIDA INTERNATIONAL UNIVERSITY

Automatic wallboard installation device

The invention discloses an automatic wallboard installation device comprising a door-shaped frame arranged at the front end of a control box. The inner sides of posts of two sides of the door-shaped frame are slidably connected to a lifting panel through a first connecting arm, the outer sides of the posts of two sides of the door-shaped frame are fixed to a first cylinder, the top of the lifting panel is provided with a sliding rail integrally, the sliding rail is slidably connected to a second connecting arm, the other end of the second connecting arm is fixedly connected to a horizontal-moving panel, the lower portion of the horizontal-moving panel is rotationally connected to the side wall of the lifting panel through a rotor, a second cylinder is arranged between the lifting panel and the horizontal-moving panel, a rotary shaft is mounted in the middle of the front end of the horizontal-moving panel and is sleeved with a driven gear, the driven gear is fixed to a wallboard clamped-connecting board, a fourth cylinder is fixed to the outer side of the front end of the wallboard clamped-connecting board, a third cylinder is arranged on the upper portions of the second connecting arm and the driven gear, the front end of the third cylinder is provided with a drive gear, and the drive gear is engaged with the driven gear. By adopting the structure, the effects of simple structure, convenience for operation, high efficiency, safety, time saving, labor saving and free wallboard mounting are achieved.
Owner:SHANDONG TIANYI MACHINERY

Self-stable suspension type unloading platform and construction process thereof

PendingCN107965147AShorten the installation and dismantling periodSimple installation and disassemblyBuilding material handlingSocial benefitsArchitectural engineering
The invention discloses a self-stable suspension type unloading platform and a construction process thereof. The unloading platform comprises main beams. Auxiliary beams are arranged between the mainbeams. Platform embossing steel plates are arranged among the main beams and the auxiliary beams. Vertical beams are arranged on the upper sides of the main beams. A rebar pull rod upper support is arranged among the vertical beams. A rebar pull rod lower support parallel to the rebar pull rod upper support is arranged at the bottom ends of the main beams. Rebar pull rods are arranged between therebar pull rod upper support and the rebar pull rod lower support. Upper floor system edge beams are arranged at the top ends of the vertical beams. A feed channel plate is arranged at the upper endsof lower floor system edge beams and the platform embossing steel plates. Compared with a traditional steel overhung unloading platform, embedded steel wire rope ring hanging, profile steel support ring anchoring, ending anchoring ring hole blocking and hanging ring rebar cutting treatment are not needed, and a passenger channel can be laid along a floor; construction installation and detachment operation is simple, safe and convenient, the installation and detaching construction period is shortened, embedded pieces and labor cost are greatly saved, the platform has remarkable economic and social benefits and meets the efficient, energy-saving and green construction requirements.
Owner:CHINA CONSTR 4TH ENG BUREAU 6TH

Concrete hole wall scrabbling device

ActiveCN111456463ABuilding material handlingThreaded pipeGear system
The invention provides a concrete hole wall scrabbling device and solves the problems that according to the prior art, great labor force is required in hole wall scrabbling, scrabbling strength cannotbe easily controlled, hole wall scrabbling is uneven, operations are complicated, scrabbling density cannot be adjusted, and onsite construction requirements cannot be duly met. According to the technical scheme, the device comprises a screw rod; the screw rod is provided with a threaded pipe; a first planetary gear system is arranged at the lower end of the threaded pipe; the threaded pipe can only drive a first sun gear to rotate through forward rotation; a first planetary carrier can actively rotate; the rotating direction of the first sun gear is opposite to that of a first gear ring; a second planetary gear system is arranged below the first planetary gear system; a second sun gear is sleeved with the lower end of the threaded pipe; the threaded pipe can only drive the second sun gear to rotate through reverse rotation; the rotating direction of a second gear ring is consistent with that of the second sun gear; the first planetary carrier can drive a second planetary carrier to rotate; a circular cylinder is arranged on the outer side of the first gear ring; and a plurality of circumferentially and evenly distributed scrabbling tools are arranged on the outer side of the circular cylinder.
Owner:江苏金城建设有限公司

Glass curtain wall structure convenient for quick installation and installation process thereof

The invention discloses a glass curtain wall structure convenient for quick installation and an installation process thereof, relates to the technical field of glass curtain walls, and aims to solve the technical problems of relatively complicated installation process as well as low construction efficiency because of the need to fix the glass curtain wall through bolts and structural glue during the construction of the glass curtain wall. The main point of the technical solution is that the structure comprises a wall body, a mounting frame installed on the wall body, and a glass plate installed on the mounting frame, wherein the outer side wall of the glass plate is provided with a support frame; the side of the mounting frame facing the outdoors is provided with abutting flanges that canabut against the support frame, the mounting frame is provided with insertion holes on both sides of the support frame, abutting rods are inserted in the insertion holes, the length of the abutting rods is less than or equal to the length of the short side of one side of the support frame, and the abutting rods abut against the support frame. The glass curtain wall structure has achieved the effect of realizing rapid installation of the glass curtain wall and improving construction efficiency.
Owner:江苏中南建设装饰集团有限公司

Hanger for large-span arc-shaped suspended ceiling, suspended ceiling system and construction method of suspended ceiling system

InactiveCN104989023AStable structureFast installationCeilingsBuilding material handlingEngineeringDropped ceiling
The invention discloses a hanger for a large-span arc-shaped suspended ceiling, a suspended ceiling system and a construction method of the suspended ceiling system. The hanger comprises a cross-shaped claw piece, wherein the cross-shaped claw piece comprises a base body, four connecting plates and an adaptor, a base body connecting hole is formed in the base body, a first connecting plate through hole and a second connecting plate through hole are formed in each connecting plate, one end of each connecting plate is fixedly connected with the base body, and the four connecting plates are arranged into a cross shape; a first connecting hole and a second connecting hole are sequentially formed along the adaptor, the first connecting hole is connected with the first connecting plate through hole through a bolt, the second connecting hole is an arc-shaped hole, the arc-shaped hole and the first connecting hole share the same circle center, and the second connecting hole is connected with the second connecting plate through hole through a bolt. The included angle between each connecting plate and the adaptor of the cross-shaped claw piece can be formed by locking the relative positions of the second connecting hole and the second connecting plate through hole through adjustment of the corresponding bolt, so that designing and manufacturing of the arc-shaped suspended ceiling are made possible.
Owner:DECORATION CO LTD OF CHINA CONSTR 3RD ENG BUREAU

Building embedded part device for shaping, positioning and adjusting

ActiveCN112709338AGuaranteed limit effectQuick alignment insertionBuilding reinforcementsBuilding material handlingArchitectural engineeringRebar
The invention discloses a building embedded part device for shaping, positioning and adjusting in the technical field of building construction. The building embedded part device for shaping, positioning and adjusting comprises an annular supporting part serving as a main body support and a positioning part used for limiting the position of a steel bar main reinforcement, wherein the annular supporting part can be rotationally driven through a screw rod piece, and the annular supporting part is translated; the positioning part comprises a sliding end, a telescopic end and a positioning end, and a clamping structure is installed on the positioning part. The building embedded part device can shape and position the steel bar main reinforcement of a building embedded part, the sliding end adjusts the position of the positioning part according to the arrangement modes of different steel bar main reinforcements, and the positioning part can adjust the angle position on the supporting part; before the steel bar main reinforcement is inserted into a wear-resistant sleeve, the steel bar main reinforcement can be rotated, finely adjusted and locked through a rotating sleeve, so that the steel bar main reinforcement can be quickly aligned and inserted, and a steel bar disc reinforcement can be quickly fixed to the strong-structure side of the steel bar main reinforcement through the clamping structure.
Owner:安徽华盛建设集团有限公司

High-precision embedded part reinforcing and mounting device and method and purpose

The invention discloses a high-precision embedded part reinforcing and mounting device and method and a purpose. The high-precision embedded part reinforcing and mounting device comprises fixing units which are connected with one another. Each fixing unit is mainly composed of a supporting device, a connecting device, a limiting device, a locking device and a pressing device. The connecting devices in the fixing units are connected. The supporting devices are arranged below embedded parts. The pressing device and the connecting devices are arranged above the embedded parts. The pressing devices are arranged between the embedded parts and the connecting devices. The limiting devices are fixed to the supporting devices after penetrating through the connecting devices. The locking devices are arranged above the connecting devices and arranged on the limiting devices in a sleeving mode. The multiple embedded parts are connected into an integral embedded part fixing unit, and the embedded parts can be mounted and adjusted integrally; and compared with a method for mounting and adjusting the embedded parts independently, the mounting speed is high, construction operation is easy and convenient, the mounting efficiency of the embedded parts is greatly improved, and the problem that an existing embedded reinforcing technique cannot meet the requirements for high-precision mounting and construction of the embedded parts is solved.
Owner:CHINA NUCLEAR IND 24 CONSTR

Fabricated wallboard with positioning device and mounting method thereof

The invention relates to the technical field of prefabricated buildings, and discloses a fabricated wallboard with a positioning device and a mounting method thereof. The fabricated wallboard comprises a bottom layer wallboard; a reserved steel bar is fixedly installed in the middle of the bottom layer wallboard; the bottom end of the reserved steel bar is movably sleeved with a positioning steel plate; and butt joint channels are formed in the two sides of the inner side of the positioning steel plate. According to the fabricated wallboard with the positioning device and the mounting method thereof, by changing the structures of the positioning steel plate and the bottom end of an upper layer wallboard, utilizing a concave-convex butt joint mode, connecting metal convex strips with the butt joint channels in a sleeved mode and conducting adsorption alignment through magnets, the situation that the time consumed by butt joint between the wallboards is long is avoided, and the wallboard assembling efficiency is improved; a first magnetic ring and a second magnetic ring strongly adsorb the metal convex strips, so that the bottom end of the upper layer wallboard integrally keeps stable vertical falling; and the butt joint channels, the magnets and the reserved steel bar are located on the same horizontal line, so that the situation that a steel bar sleeve opening is accurately aligned with the reserved steel bar can be guaranteed, and the installation accident that the reserved steel bar is extruded and deformed due to misalignment is avoided.
Owner:广州市创搏装饰工程有限公司

Construction method of roof waterproof engineering

InactiveCN109441113AGuaranteed waterproof effectSmooth bondBuilding material handlingBuilding constructionCivil engineering
The invention provides a construction method of roof waterproof engineering, and belongs to the field of building construction. The construction method of roof waterproof engineering adopts rubber coiled materials, and comprises the following steps that S1, the roof surface is cleaned; S2, a connecting structure protruding from the roof surface is pre-treated; and S3, the rubber coiled materials are paved and bonded. In the step S2, the pretreatment means that chamfering is performed between the connecting structure and the roof surface. During construction, by arranging a chamfer at the connecting structure protruding from the roof, a smooth transition between the connecting structure and the roof surface can be achieved, so that the rubber coiled materials can be smoothly bonded in the vicinity of the connecting structure to ensure the waterproof effect.
Owner:SHOUGANG SHUICHENG IRON & STEEL GRP SAIDE CONSTR CO LTD

Method for mounting nuclear island end beam of nuclear power station

ActiveCN102518311ABuilding material handlingCircular orbitNuclear power plant
The invention relates to a method for mounting a nuclear island of a nuclear power station, and particularly provides a method for mounting a nuclear island end beam of a nuclear power station, which solves the problems of easiness in tipping over and low mounting precision of a nuclear island end beam in the prior art. The method includes the steps of determining a mounting position of the end beam firstly; arranging at least two fixing rings on the inner wall of a nuclear island cylinder corresponding to the mounting position or arranging at least two fixing supports at the top of a civil engineering layer on the outer side of the nuclear island cylinder corresponding to the mounting position; mounting locking structures on the end beam corresponding to the fixing rings or the fixing supports in position, and hoisting the end beam with a hoisting device; after the end beam is hoisted in place, rigidly or flexibly connecting the locking structures with the corresponding fixing rings or the fixing supports, and arranging an intermediate support device between the end beam and the inner wall of the nuclear island cylinder if flexible connection is adopted; and fixing the end beam on a circular orbit by means of flexible connection, adjusting the position of the end beam and then demounting the hoisting device. Therefore, the end beam cannot tip over and is convenient in adjustment, and the mounting precision is improved.
Owner:CHINA NUCLEAR IND 23 CONSTR

Device and method for adjusting size of top die system hanging rack

ActiveCN103669820ABuilding material handlingBuilding support scaffoldsArchitectural engineering
The invention relates to a device and method for adjusting the size of a top die system hanging rack. The device for adjusting the top die system hanging rack comprise a vertical face protecting net frame, a movable plate, guide angle steel, first guide channel steel and second guide channel steel. The lower end of the vertical face protecting net frame is vertically and fixedly connected with the left end of the movable plate, and the left end and the right end of the lower surface of the movable plate are respectively provided with a plurality of vertical bearings and horizontal bearings. The guide angle steel and the first guide channel steel are arranged at the left end and the right end of a bottom plate of the hanging rack respectively. The second guide channel steel is arranged at the upper end of a vertical rod of the hanging rack. The left end and the right end of the movable plate are placed in an opening of the guide angle steel and an opening of the first guide channel steel respectively. The upper end of the vertical protecting net frame is placed in an opening of the second guide channel steel. According to the device and method for adjusting the size of the top die system hanging rack, the vertical face protecting net frame and the movable plate can slide along the guide angle steel and the first guide channel steel, so that the size of a rack body of the hanging rack is adjusted freely, and the hanging rack can be adapted to the size variation of a building core tube.
Owner:NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD

Process for adopting fair-faced concrete pouring during building construction

The invention discloses a process for adopting fair-faced concrete pouring during building construction. According to the process, concrete mixing is strictly measured according to a mixing ratio, a pump is used for transportation, and a concrete pump should be placed on a solid ground; vibration time of the concrete is mastered, and vibration is not stopped until the surface of the concrete has uniform cement paste represented and does not have obvious sinking and a large number of risen air bubbles; after the concrete is cooled to <+>5 DEG C, and the difference value between the concrete surface temperature and the ambient temperature is greater than 15 DEG C after form removal, coverage and maintenance should be carried out on the surface of the concrete, so that the concrete is cooledslowly; the form removal is carried out on the concrete when the strength of test pieces under the same conditions reaches 3 MPa or 4 MPa, and in-time maintenance should be carried out after the formremoval to reduce the phenomena of chromatic aberration, shrinkage cracks and the like on the surface of the concrete, fair-faced concrete often adopts the method of combining plastic film or flame retardant mat coverage and watering maintenance, watering should be carried out before the form removal and during maintenance respectively to keep wet, and the maintenance time is not less than 7d. Theprocess for adopting fair-faced concrete pouring during the building construction can ensure that the fair-faced concrete meets the requirements after pouring and the service life of the concrete islonger.
Owner:成都美吉房地产营销策划有限公司

Paving construction process for roofs of steel framework composite building

ActiveCN108824810AUniform and consistent expansionSame expansion rateBuilding material handlingBraced frameArchitectural engineering
The invention provides a paving construction process for roofs of a steel framework composite building. The paving construction process comprises the steps that a roof framework and roof panels are prepared, the roof panels are bond to the bottom surface and the top surface of the roof framework, concrete is prepared, the roof framework is filled with the concrete, the concrete is vibrated, a supporting framework is erected on the building, the supporting framework is paved with the roofs of the steel framework composite building, seam filling pipes are plugged in roof plate seams between every two adjacent roofs of the steel framework composite building, the roofs of the steel framework composite building and the seam filling pipes or the supporting framework are welded, and roof plate seams are filled with filler. By the adoption of the technical scheme, the concrete filling the roofs of the steel framework composite building is vibrated, the internal and external temperature difference is reduced, after paving and filling with the seam filling pipes, the filler is used for filling to enable the roof plate seams to be kept consistent, the thermal expansion rate of the building roof is kept uniform, twisting and deformation are avoided, and the roof waterproof grade and the construction quality are improved.
Owner:NO 1 CONSTR ENG CO LTD OF GUIZHOU CONSTR & ENG GRP

Engineering machinery, supporting control method, device and system thereof and medium

ActiveCN112441511AVehicle fittings for liftingFire rescueEngineeringGravity center
The embodiment of the invention provides a supporting control method, device and system for engineering machinery and a medium, and belongs to the field of the engineering machinery. The method comprises the steps that a target position, input by a user, of loading operation of the engineering machinery is obtained; according to the target position, the loading posture information under the optimal loading posture is calculated, specifically, the optimal loading posture refers to the posture enabling the gravity center of the whole engineering machinery to be closest to the inner side, and theinner side refers to the side with the small projection distance from the loading gravity center to the rotation center of the engineering machinery; the gravity center of a whole vehicle corresponding to the optimal loading posture is calculated according to the loading posture information; and according to the gravity center of the whole vehicle, the recommended supporting opening degree for supporting legs of the engineering machinery is calculated, specifically, the recommended supporting opening degree enables the distance between the side line formed by the supporting fulcrums of the corresponding supporting legs and the gravity center of the whole vehicle to be smaller than a preset value and located outside the gravity center of the whole vehicle. According to the supporting control method, device and system for the engineering machinery and the medium, the recommended supporting opening degree required by the loading operation can be obtained in advance, so that guidance suggestions are provided for support unfolding.
Owner:ZOOMLION HEAVY IND CO LTD

Concrete vibrating device and vibrating method thereof

The invention relates to a concrete vibrating device and a vibrating method thereof. The concrete vibrating device comprises a vertically arranged fixing plate; a driving adjusting assembly which is mounted on the fixing plate; and a vibrating rod which is in driving connection with the driving adjusting assembly and is vertically arranged, and the vibrating rod is driven by the driving adjusting assembly to vertically move. According to the vibrating rod, continuous and long-time vibrating construction can be achieved without holding the vibrating rod by hand, and the construction efficiency is improved.
Owner:ZHONG GUO JIAN ZHU TU MU JIAN SHE YOU XIAN GONG SI

Steel bar connecting sleeve for concrete construction and construction process of steel bar connecting sleeve

ActiveCN105714985ASpeed ​​up the installation processGuarantee the construction progressBuilding reinforcementsBuilding material handlingRebarScrew thread
The invention relates to a steel bar connecting sleeve for concrete construction and a construction process of the steel bar connecting sleeve. The steel bar connecting sleeve for concrete construction comprises a first steel bar body and a second steel bar body. A thread female head connecting sleeve of the first steel bar body is in threaded fit with a thread male head connecting sleeve of the second steel bar body. The steel bar connecting sleeve has the advantages that the construction process of the steel bar connecting sleeve for concrete construction is adopted, after the thread male head connecting sleeve of the second steel bar body is connected with the thread female head connecting sleeve of the first steel bar body through straight threads, the steel bar installing progress is accelerated, and the influence of joint bar installation on formworks is avoided; large turnup steel formworks can be used for a first-stage concrete structure, the construction progress of the first-stage concrete structure is effectively guaranteed, mutual interference of construction of the first-stage concrete structure and a second-stage concrete structure is relieved, the construction progress of the first-stage concrete structure and the second-stage concrete structure is greatly increased, and meanwhile the construction quality of the concrete structures is guaranteed.
Owner:SINOHYDRO BUREAU 11 CO LTD

Two-dimensional travelling mechanism

The invention discloses a two-dimensional travelling mechanism. The two-dimensional travelling mechanism comprises a shell body, a first travelling structure, and a second travelling structure, wherein the first travelling structure comprises a first driving device located in the shell body and first supporting legs which are connected with the first driving device, driven by the first driving device and located outside the shell body and on the two opposite sides of the shell body correspondingly, and the first travelling structure is used for driving the shell body to travel in the first direction; and the second travelling structure comprises a second driving device located in the shell body and second supporting legs which are connected with the second driving device, driven by the second driving device and located outside the shell body and on the two opposite sides of the shell body correspondingly, and the second travelling structure is used for driving the shell body to travelin the second direction, and the second direction is perpendicular to the first direction. The two-dimensional travelling mechanism is simple in structure, high in reliability and light in weight, anautomatic reinforcing steel bar binding machine is arranged on the two-dimensional travelling mechanism, the two-dimensional travelling mechanism is used for being matched with the automatic reinforcing steel bar binding machine to achieve the reinforcing steel bar binding action, and the problem of reinforcing steel bar binding can be solved.
Owner:中物智建(武汉)科技有限公司

Bolting component for corrugated steel plate and plain steel plate and manufacturing process

ActiveCN103437429AVirtual thickness thickIncrease stiffnessSheet joiningBuilding material handlingEngineeringSteel plates
The invention relates to complexly stressed components, platforms, floors and ship bodies, and discloses a bolting component for a corrugated steel plate and plain steel plates and a manufacturing process. The bolting component comprises the corrugated steel plate (3) and the plain steel plates (2), wherein connecting holes are formed in the corrugated steel plate (3) and the plain steel plates (2); connecting threaded rods (1) penetrate through the connecting holes in the corrugated steel plate (3) and the plain steel plates (2) to connect the corrugated steel plate (3) with the plain steel plates (2). The process comprises the following steps of a, forming the connecting holes in the plain steel plates (2) and the corrugated steel plate (3); b, inserting the connecting threaded rods (1) into the connecting holes; and c, fastening the connecting threaded rods (1). According to the bolting component and the manufacturing process, the plain steel plates and the corrugated steel plate are combined and connected together through the connecting threaded rods, so that the shortcoming of incapability in mounting and fastening operation due to the fact that spaces between the plain steel plates and the corrugated steel plate are small in the prior art is overcome; the bolting component and the manufacturing process have the advantages of simplicity and convenience for operation and more stable connection.
Owner:ZHEJIANG CTB WAVEFORM STEEL WEB
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