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110 results about "Composite slab" patented technology
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Composite slabs. Consist of profiled steel decking with an in-situ reinforced concrete topping. If the slab is unpropped during construction, the decking alone resists the selfweight of the wet concrete and construction loads. Subsequent loads are applied to the composite section.
Composite slab-type draw piece and shear resistance calculation method
The present application relates to the field of building, specifically to a composite panel-type tie member and a shear performance calculation method; comprising a steel core layer and outer cover layers located on both sides of the steel core layer to clamp and position the steel core layer; the outer cover layers are made of GFRP material, and the sizes of the two outer cover layers correspond; the size of the steel core layer is smaller than that of the outer cover layer, and the steel core layer and the outer cover layer have an equal proportion corresponding relationship; after the centers of the steel core layer and the outer cover layer are aligned, the gap area between the edges of the outer cover layers and the edges of the steel core layer is filled with bonding material. The tie member has high shear strength and stiffness, and effectively reduces the influence of wallboard thermal bridge effect.
Owner:HEFEI UNIV OF TECH
An assembled connection structure of a composite wall and a composite slab
ActiveCN224281602UEasy connection and disassemblysave human effortWallsFloorsClassical mechanicsStructural engineering
This utility model discloses an assembled connection structure for a composite wall and a composite slab, including a locking block and a composite slab. The locking block is disposed on the side of the composite slab, and a slot is provided inside the locking block. A composite wall is disposed on the side of the composite slab, and a slot is provided inside the side of the composite wall. The locking block engages with the slot. An adjustment chamber is provided at one end of the slot, and a pull rod is disposed inside the adjustment chamber. An insert block is fixed to one end of the pull rod, and the insert block engages with the slot. A spring connects the side of the insert block to one end of the inner wall of the adjustment chamber. A clearance chamber is provided at one end of the adjustment chamber, and a slider is disposed in the clearance chamber. A limit block is fixed to one end of the slider, and the limit block is fixedly connected to one end of the pull rod. This utility model is easy to assemble and disassemble, saving manpower.
Owner:SUZHOU LIANGPU ENERGY-SAVING NEW MATERIAL CO LTD
Ribbed planar steel truss prestressed concrete composite slab
1. Name of the product in this design: Ribbed planar steel truss prestressed concrete composite slab. 2. Purpose of this design: For use in building structures. 3. The key design feature of this product is its shape. 4. The image or photograph that best illustrates the design's key points: a 3D model.
Owner:CHINA ACAD OF BUILDING RES +2
A temporary support structure for a laminated board
This utility model relates to the field of composite slab technology and discloses a temporary support structure for composite slabs, including two first support arms. A second support arm is slidably connected to the top of each of the two first support arms. A top plate is provided on the top of each of the two second support arms. A lifting mechanism for raising and lowering the top plate is provided on the top of each of the two second support arms. Two sliding grooves are symmetrically formed on the surface of each of the two first support arms. The same sliding ring is fixedly connected to the surface of each of the two connecting rods on the side away from the second support arm, and the sliding ring is slidably connected to the surface of the first support arm. A fixing ring is fixedly connected to the top of each of the two first support arms, and a connecting mechanism for connecting the sliding ring is provided on one side of each fixing ring. A second fixing hole is formed on the surface of each of the two second support arms on the side away from the top plate, and a support mechanism for supporting the second support arm is provided inside each of the two second fixing holes. This utility model, through the provision of second support arms, avoids on-site assembly of components.
Owner:四川省建筑机械化工程有限公司
Sound-absorbing porous foam concrete composite board and preparation method thereof
This invention belongs to the field of building materials technology, specifically disclosing a sound-absorbing porous foamed concrete composite board and its preparation method. Using foamed concrete as the substrate of the composite board effectively solves the problem of poor environmental performance of traditional sound insulation materials. Compared with materials such as polystyrene and sound-absorbing rock wool, it does not require a large amount of energy for preparation and can utilize recycled raw materials. It does not produce toxic powder after aging, reducing harm to the air environment and human health, while also avoiding the flammability hazards of traditional materials. The closed-cell sound insulation layer's sealed pores can block direct sound wave penetration, achieving basic sound insulation. The sound-absorbing pores of the porous sound-absorbing layer, combined with the interconnected channels, introduce incident sound waves into the interior. Energy is dissipated through reflection and friction within the channels, forming a dual protection of "sound absorption and sound insulation." This solves the core problem of poor sound insulation performance of traditional concrete and compensates for the short lifespan of traditional sound insulation materials, extending the overall service life of the board.
Owner:HEBEI SANSHAN BUILDING MATERIALS TECH
A template-free ultra-thin high-performance laminated slab and a production process thereof
This invention relates to the field of composite slab technology, specifically to a formwork-free ultra-thin high-performance composite slab and its manufacturing process. The composite slab includes a cement base and a metal support frame installed on top of the cement base. The two sides of the cement base in the width direction are inclined structures, and the two inclined sides are parallel to each other. Each inclined side has a groove parallel to the length of the cement base. This formwork-free ultra-thin high-performance composite slab and its manufacturing process can form a seal when the two cement bases are joined by the inclined sides on the cement base. Even if there are gaps, there is no need to worry because most of the force of pouring cement is vertically downward, and the inclined structure can prevent cement penetration. Even when the gap is large, cement will not penetrate. Through the groove, a sealing strip can be inserted between the two cement bases to fill the gap between them and prevent cement from flowing downward.
Owner:FUXIN INTELLIGENT CONSTRUCTION TECHNOLOGY (ZHENJIANG) CO LTD
Slotting equipment
1. Name of the product in this design: Slotting equipment. 2. Purpose of this design: To create grooves for placing reinforcing bars on precast composite slabs. 3. The key design feature of this product is its shape. 4. The image or photograph that best illustrates the design's key points: 3D view 1.
Owner:HEBEI CONSTR ENG CONSTR & ASSEMBLY CO LTD
Detachable prestressed composite slab production platform
The utility model relates to a detachable prestressed composite slab production platform, and relates to the technical field of prestressed composite slab production equipment, which comprises a platform body, tensioning and anchoring support members are arranged at the front and back ends of the platform body respectively, and connecting members for anchoring connection with the ground are arranged at the left and right ends of the platform body; the platform body comprises a support panel, a plurality of horizontal steel pipes arranged in parallel and at intervals below the support panel, and a plurality of longitudinal I-shaped steels arranged in parallel and at intervals, each longitudinal I-shaped steel is fixed across all the horizontal steel pipes, the two ends of all the longitudinal I-shaped steels are also fixedly connected to a side blocking steel member, and the support panel is fixedly connected to the longitudinal I-shaped steels; the tensioning and anchoring support member comprises a tensioning plate fixed at the end of the horizontal steel pipe, and a plurality of through holes for the passage of steel strands are formed in the tensioning plate. The utility model can eliminate the dependence on the concrete foundation and realize nondestructive disassembly and migration, thereby meeting the needs of nearby, flexible and rapid production.
Owner:HUNAN INST OF TECH
A sealing device and construction method for the exterior wall of a prefabricated building transfer layer
This invention relates to the field of prefabricated exterior wall construction technology for prefabricated building transfer layers, and discloses a sealing device and construction method for the exterior wall of a prefabricated building transfer layer. The device includes a cast-in-place wall, vertically installed; a prefabricated wall, comprising an exterior wall panel and an insulation board fixedly connected to the exterior wall panel; a composite slab cast-in-place layer fixedly connected to the cast-in-place wall; a sealing mechanism comprising an extruded polystyrene board fixedly connected to the cast-in-place wall; and a grouting mechanism comprising a PE strip and an inner sealing strip. The PE strip is disposed between the extruded polystyrene board and the insulation board, and the inner sealing strip is disposed on the composite slab cast-in-place layer. The PE strip, inner sealing strip, exterior wall panel, and cast-in-place wall constitute a grouting zone. This method saves labor costs and material usage, shortens the construction period, and the overall structural form is simple and convenient to construct, greatly improving construction efficiency.
Owner:BEIJING FOURTH CONSTR & ENG
Soundproofing and shock-absorbing composite board arranged on reinforced concrete floor
This utility model relates to the field of building technology, specifically to a sound-insulating and vibration-damping composite panel installed on a reinforced concrete floor slab. It includes a fine aggregate concrete layer, a cement perlite fiberboard layer, a graphite polystyrene board layer, and a rubber pad layer connected sequentially. The rubber pad layer is adhered to the upper surface of the reinforced concrete floor slab. It also includes a wire mesh layer and several evenly arranged tie rods. The wire mesh layer is embedded within the fine aggregate concrete layer, and the tie rods connect the wire mesh layer, cement perlite fiberboard layer, graphite polystyrene board layer, and rubber pad layer into a single unit. The cement perlite fiberboard layer also contains crisscrossing steel wire ribs. This sound-insulating and vibration-damping composite panel, installed on a reinforced concrete floor slab, provides noise reduction, sound insulation, vibration damping, and thermal insulation through the overall structure formed by the fine aggregate concrete layer, cement perlite fiberboard layer, graphite polystyrene board layer, and rubber pad layer. When installed on a reinforced concrete floor slab, it can improve the indoor sound insulation effect.
Owner:XINYANG CHENGXI THERMAL INSULATION MATERIAL CO LTD
Soundproof fireproof composite insulation board
The application discloses a sound insulation fireproof composite heat preservation board in the technical field of building enclosure wall composite boards, which comprises a heat preservation board body, wherein the heat preservation board body comprises double-sided aluminum panels, a fireproof sound insulation interlayer, a core heat preservation layer, a bonding layer and a backboard layer; the double-sided aluminum panels are arranged on the outer side of the heat preservation board body; the backboard layer is arranged on the inner side of the heat preservation board body; the double-sided aluminum panels and the backboard layer are sequentially combined with the fireproof sound insulation interlayer and the core heat preservation layer through the bonding layer; and multistage damping sound insulation support units are arranged on the two sides in the fireproof sound insulation interlayer. The application solves the technical problems that the existing heat preservation boards are mostly single-layer simple superposition structures, the protection and durability are insufficient, there is no special fireproof sound insulation structure, flame-retardant collaborative design and airtight heat preservation structure, the noise reduction, fireproofing and heat preservation effects are poor, and the levels are loose and not tightly combined, and the sound insulation fireproof composite heat preservation board can meet the modern building requirements.
Owner:ANHUI ZHONGBA NEW MATERIAL TECH CO LTD +1
A novel prefabricated plate-beam joint connection structure
This utility model provides a novel prefabricated slab-beam joint connection structure, including a precast composite slab, an internal reinforcing cage, U-shaped additional reinforcing bars, and a cast-in-place layer. The precast composite slab has a U-shaped groove at its end, with the curved portion of the U-shaped groove located within the slab, and the straight portion extending outwards towards the frame beam. The internal reinforcing cage is arranged within the frame beam. The U-shaped additional reinforcing bars are detachably fitted into the U-shaped groove, with their straight portions extending into the internal reinforcing cage. The cast-in-place layer is poured onto the top of the precast composite slab and the frame beam, covering both the internal reinforcing cage and the U-shaped additional reinforcing bars. This utility model overcomes the shortcomings of exposed reinforcement connections and close-fitting connections.
Owner:GUANGXI UNIVERSITY OF TECHNOLOGY
A precast composite slab base plate and a composite slab splicing structure
This utility model discloses a precast base slab and a splicing structure for composite slabs, belonging to the technical field of composite slabs. The precast base slab and splicing structure include: a precast base slab body with multiple through holes on one outer wall, and embedded reinforcing bars fixedly connected to the inner walls of each through hole; and two truss reinforcing bar assemblies, each including: two lower horizontal reinforcing bars, two sets of diagonal web reinforcing bars, and upper horizontal reinforcing bars. This precast base slab and splicing structure, through the precast base slab body, truss reinforcing bar assemblies, and embedded reinforcing bars, forms a precast composite slab body. During transportation or stacking, the upper horizontal reinforcing bars will be located within recessed grooves, preventing misalignment due to insufficient friction during transportation, stacking, or lifting. Simultaneously, the precast base slab bodies will not directly contact each other, avoiding difficulty in access during construction.
Owner:SHANDONG LIANYUNSHAN CONSTR TECH CO LTD
Corrosion-resistant floor
This utility model relates to the field of flooring technology, specifically a corrosion-resistant flooring, including a corrosion-resistant panel. The bottom of the corrosion-resistant panel has a support plate. A first composite board is fixed to the side of the support plate away from the corrosion-resistant panel by adhesive. A second composite board is fixed to the side of the first composite board away from the support plate by adhesive. The top of the support plate has two sliding grooves, each containing a locking block. Both locking blocks are made of iron. Guide rods are fixed to the opposing sidewalls of the two locking blocks, and springs are fitted onto the guide rods. The bottom of the corrosion-resistant panel has two slots. For replacement, two strong magnets are placed on the corrosion-resistant panel, and then brought close together. As the two magnets move, the two locking blocks move towards each other, disengaging from the slots at the bottom of the corrosion-resistant panel. The corrosion-resistant panel can then be removed and replaced by using a suction cup or similar tool to hold it in place and lift it upwards, saving replacement costs.
Owner:ZHEJIANG LONGSEN LUMBERING
Prefabricated composite slab steel bar hook centralizer
This invention belongs to the field of building construction technology, specifically relating to a prefabricated composite slab rebar hook straightener, including a beam-type base with a groove on its surface. Several clamps are slidably installed on the surface of the groove. Each clamp includes a sliding seat and a first clamping plate and a second clamping plate arranged opposite each other. A positioning groove is provided on the top surface of the sliding seat. The first clamping plate and the second clamping plate are symmetrically arranged on both sides of the positioning groove, and at least one of the clamping plates is slidably connected to the sliding seat. This invention can improve production efficiency, facilitate turnover, be environmentally friendly, and reduce on-site construction time and manpower and material resources.
Owner:CHINA MCC22 GROUP CORP LTD
An assembled heavy-load high-reliability car-passable intelligent buried pump station and a control method of the intelligent buried pump station
The application relates to an assembled heavy-load high-reliability vehicle-passable intelligent buried pump station and a control method of the intelligent buried pump station, which comprises a modularized assembled water pool, a modularized assembled pump house, a heavy-load roof assembly, a heavy-load support assembly, a sealing and anti-seepage system, a pump set unit and an intelligent monitoring unit. The modularized assembled water pool and the modularized assembled pump house are both in a separated structure and are respectively assembled by a plurality of prefabricated composite plates. The heavy-load roof assembly covers the top of the modularized assembled water pool and the modularized assembled pump house, the heavy-load support assembly is a support frame of the modularized assembled water pool and the modularized assembled pump house, and the heavy-load roof assembly is rigidly connected with the underlying heavy-load support assembly. The pump set unit is located in the modularized assembled pump house, and the intelligent monitoring unit for real-time monitoring and remote control is located outside the modularized assembled pump house. The application effectively reduces the land occupation area, thereby reducing the space between equipment and reducing the cost.
Owner:SHANGHAI KAIQUAN PUMP IND GROUP
Intelligent stress buffer interlayer for laminated board and method for manufacturing the same
This invention provides a smart stress-relief sandwich layer for composite slabs and its preparation method. The sandwich layer comprises a smart responsive layer, a reinforcing layer, and a chemical anchoring layer arranged sequentially. The smart responsive layer is shape-memory polyurethane, and its elastic modulus can be dynamically adjusted over a wide temperature range by controlling the ratio of soft to hard segments. The reinforcing layer is a hybrid layer of carbon nanotube-modified basalt fibers and a polyurethane matrix, with the carbon nanotubes grown in situ on the surface of the basalt fibers via chemical vapor deposition. The chemical anchoring layer is composed of a silane coupling agent and a titanate coupling agent, forming a dual chemical anchoring interface. This invention achieves dynamic stress adaptation and stable cross-substrate bonding, making it suitable for key applications such as precast concrete composite slabs and steel-concrete composite structures, and possesses excellent engineering application value.
Owner:NANTONG INST OF TECH
Prefabricated bottom plate wet method rigid connection structure of assembled laminated slab and assembled building
The utility model provides a kind of wet method rigid joint connecting structure and assembled building of fabricated composite slab prefabricated bottom plate, and the wet method rigid joint connecting structure of this fabricated composite slab prefabricated bottom plate includes two fabricated composite slab prefabricated bottom plates, connecting piece, cast-in-place concrete connecting section and fabricated composite slab whole pouring layer, connecting piece includes steel bottom plate and fastener, steel bottom plate is below two fabricated composite slab prefabricated bottom plates, fastener passes through two fabricated composite slab prefabricated bottom plates and head is located inside fabricated composite slab whole pouring layer to connect two fabricated composite slab prefabricated bottom plates, present cast-in-place concrete connecting section is equipped between two fabricated composite slab prefabricated bottom plates, present cast-in-place concrete connecting section is above steel bottom plate.This connecting structure, using the prefabricated bottom plate of existing ordinary span fabricated composite slab is spliced, so as to increase the span of composite slab, relative to existing pure cast-in-place floor slab, can reduce cast-in-place workload, reduce the amount of on-site construction, with the advantage that on-site construction is fast.
Owner:中南建筑设计院股份有限公司
High-efficiency sound insulation and heat insulation integrated composite board for building wall
Owner:HEILONGJIANG ZHONGMIN BUILDING DECORATION ENGINEERING CO LTD
A composite slab joint waterproofing and seepage prevention structure
This invention discloses a waterproof and seepage-proof structure for composite slab joints, relating to the field of composite slab joint connection technology in prefabricated buildings. The structure includes a first composite plate and a second composite plate, both internally pre-formed with reinforcing bars and topped with first bolts. The sidewalls of both the first and second composite plates facing the joint are convex. A connecting concave plate is provided within the joint, comprising an integrally formed upper convex bottom plate and inner concave side plates. The tops of the two inner concave side plates are provided with integrally formed first transverse ribs, and the bottom of the connecting concave plate has a through groove for the reinforcing bars to pass through. In this invention, the convex sidewalls of the composite plates and the connecting concave plate form curved surfaces that mutually support each other, increasing the contact area and reducing initial leakage gaps. The connecting concave plate can adapt to deformation under stress and maintain a tight fit, while the first transverse ribs ensure its top rigidity, achieving both structural stability and foundation sealing.
Owner:CHINA RAILWAY CONSTR ENG GRP FOURTH CONSTR CO LTD +1
A steel structure column corner support-free cantilever composite slab structure
This utility model discloses a steel column corner support-free cantilever composite slab structure, belonging to the field of prefabricated building structure technology. This utility model includes a steel plate bottom formwork, a steel frame, and a steel composite floor slab. One end of the steel plate bottom formwork is welded to the steel column, and the other end forms the edge of the cantilever slab. The steel plate bottom formwork includes a patterned steel plate, short stiffening ribs, and wedge-shaped stiffening ribs, which are positioned below the patterned steel plate and welded to it to form the bottom formwork system. The steel frame includes cold-formed thin-walled C-shaped steel and channel steel blocks. The cold-formed thin-walled C-shaped steel is welded and fixed to the steel plate bottom formwork through the channel steel blocks. The steel composite floor slab is formed by casting the steel frame and concrete together. This utility model, through the design of the steel plate bottom formwork and the steel-concrete slab, allows for the direct installation of the steel frame at the corner of the steel column. After the concrete is poured, a composite floor slab is formed, thus completely solving the problem of the difficulty in implementing cantilever slabs in the blind area of the steel column corner.
Owner:SINOSTEEL MAANSHAN INST OF MINING RES CO LTD
A prefabricated composite slab support structure
ActiveCN224281959Uquick assemblyImprove support strengthForms/shuttering/falseworksClassical mechanicsArchitectural engineering
This utility model discloses a prefabricated composite slab support structure, belonging to the field of prefabricated composite slab support technology. One end of the support structure body is detachably connected to a precast beam. A steel beam is fixedly installed on the surface of the precast beam, and a fastener is fixedly installed on the surface of the steel beam. The support structure body includes a support pipe, one end of which is fixedly welded with a reinforcing component. One end of the reinforcing component is movably connected to the side of the precast beam. An embedded part is fixedly connected to the side of the precast beam, and the surface of the embedded part is movably connected to the surface of the steel beam. This prefabricated composite slab support structure, through the embedded part, connecting block, and fixing part, allows for rapid assembly of the support pipe and the precast beam, increasing support strength and improving work efficiency. Furthermore, the setting of limiting blocks, clamping grooves, and support plates increases the contact area between the precast composite slab body and the beam, thereby increasing the support area and ensuring the support safety of the precast composite slab body.
Owner:PEARL CONSTR GRP CO LTD
Prestressed composite beam
The utility model provides a prestressed composite beam, the web of main beam body (1) is provided with the flange (4) that stretches out to the outside, the beam body longitudinal reinforcement (11) of main beam body (1) inside includes ordinary reinforcement (13) and prestressed reinforcement (14), the ordinary reinforcement (13) is symmetrically arranged in the web of main beam body (1), the prestressed reinforcement (14) is symmetrically arranged in the beam bottom, the beam body stirrup (12) stretches out the top bearing surface (2) of main beam body (1) and becomes the cast-in-place part (5). Compared with prior art, the beneficial effects are: improving the shearing capacity, meeting the installation demand of large-span composite slab and being free from field formwork and support operation. Not only free from formwork construction, but also free from support, reducing the engineering quantity, shortening the construction period and saving the cost. The prestressed reinforcement symmetrically arranged in the beam bottom can balance the bending moment produced by external load, and through the cooperative work of prestressed reinforcement and ordinary reinforcement realizes efficient stress, ensures the economy and safety.
Owner:DERUI SHENGXING (DALIAN) PREFABRICATED BUILDING TECH CO LTD
A heavy-duty precast composite slab
This utility model relates to the field of precast composite slabs. Its purpose is to provide an ultra-heavy precast composite slab, comprising a composite slab body. Within the composite slab body, a reinforcing cage, several strip-shaped reinforcing trusses, and prestressed reinforcing bars are pre-embedded. The upper part of the reinforcing cage extends beyond the top surface of the composite slab body, with both ends of the extended portion pre-cast with concrete to form reinforcing beam ends, while the middle section of the extended portion forms a reinforcing beam casting area. The strip-shaped reinforcing trusses are located around the reinforcing beams, and their upper parts also extend beyond the top surface of the composite slab body. The prestressed reinforcing bars are located below the strip-shaped reinforcing trusses, with their ends extending beyond the left and right end faces of the composite slab body. This utility model possesses excellent structural rigidity, load-bearing capacity, and superior secondary bonding with cast-in-place concrete.
Owner:ARCHITECTURAL DESIGN INST FUKIEN PROV
A grouting corrugated steel pipe truss prestressed concrete composite slab and a construction method thereof
This invention discloses a grouting corrugated steel pipe truss prestressed concrete composite slab. Firstly, the thickness of the precast base slab is rationally set to prevent excessive thickness, which would increase self-weight, waste materials, and increase compressive strength, making it difficult to detect cracks during stress and leading to direct breakage, including the reinforcing bars, thus altering the stress distribution and potentially causing collapse. Secondly, high-strength grouting steel pipe trusses and prestressed steel bars are used as the bottom reinforcement of the slab, significantly improving the load-bearing capacity of the precast slab. Furthermore, the special structure of the web members greatly enhances the connection performance of the composite slab. Finally, the area where the prestressed steel bars completely penetrate the precast base slab is rationally designed to prevent the end reinforcement from affecting the binding effect of the end beam reinforcement.
Owner:CHINA CONSTR FOURTH BUREAU FOURTH CONSTR ENG +1
Building engineering floor comprehensive assembly system and construction method
This invention proposes a comprehensive assembly system and construction method for building floors, belonging to the field of building engineering technology. It includes a support and leveling component, a structural load-bearing layer, a magnetic layer, and a decorative panel. The structural load-bearing layer includes a composite board, which includes a base plate. The upper and lower surfaces of the base plate are respectively attached with an upper metal plate and a lower metal plate that can be magnetically attracted. The composite board has mounting holes. The support and leveling component includes a base, with a bolt rod connected to the top of the base. The top of the bolt rod has a cross groove. A sleeve is threaded onto the bolt rod, and the outer wall of the sleeve has a support seat. The top of the sleeve is inserted into the mounting hole. The support seat is positioned and supported on the lower surface of the lower metal plate. The magnetic layer is magnetically attracted and connected to the surface of the upper metal plate of the composite board. The bottom of the decorative panel is glued to the upper surface of the magnetic layer. In this invention, the structural load-bearing layer and the decorative panel are fixed without nails or glue, making overall installation and disassembly convenient, achieving quick installation and disassembly, and improving efficiency.
Owner:SHANDONG CONSTR & PROSPECTING GRP CO LTD
A super-long large-span gymnasium laminated slab roof structure skip bay cooperative construction method
The application discloses a kind of super-long large-span gymnasium composite slab roof structure jump warehouse collaborative construction methods, comprising the following steps: S1: collection structure layer height, beam plate section, composite slab distribution, prestressed beam position and environmental temperature parameter, based on temperature stress and shrinkage stress calculation, control single warehouse maximum length is not greater than 41.30m;S2: with column net, main beam line and prestressed beam boundary line as boundary, the roof structure is divided into multiple independent warehouse, each warehouse area is controlled in 880-1300㎡;S3: determine pouring order, ensure that the interval time of pouring of any adjacent warehouse is not less than 7d.The application replaces post-pouring band with jump warehouse construction joint, realizes the structural optimization of two joints into one, enables structure to form closed system quickly in construction phase, completely eliminates the long post-pouring band waiting period, so as to shorten the structure closing period by more than 70%, greatly speeds up the construction rhythm.
Owner:BEIJING URBAN CONSTR GROUP