The invention discloses an arc-shaped concrete structure formwork reinforcement construction method. The arc-shaped concrete structure formwork reinforcement construction method comprises the steps ofcutting outer arc typified formworks and inner arc typified formworks; manufacturing a plurality of outer formwork units; manufacturing a plurality of inner formwork units; drawing formwork control lines; installing and reinforcing the formworks; and correcting the formworks. The arc-shaped concrete structure formwork reinforcement construction method has the advantages that the strengthening technological structure is simple, manufacturing is easy, and disassembling and assembling are easy; wooden plywood is adopted as a main structure of each formwork and has the advantages of being light in weight and industrialized in construction. Through the arc-shaped concrete structure formwork reinforcement construction method, the formworks are large in coverage area and less in joint. There isno need to arrange sleeve pipe in the plywood. The smoothness of plate surfaces is ensured. The problem of concrete leakage is effectively prevented. Steel bars are used for multiple circles of hooping in place of a traditional steel frame structure. The construction cost of the construction method is effectively reduced. The formwork of which the inner formworks supported through x-bracing bars is resistant to impact, high in strength and capable of being repeatedly utilized.

Arc-shaped concrete structure formwork reinforcement construction method

The invention provides a product production management method. The method includes: determining a product production task according to the first progress state information of the node; and according to the second progress state information of the nodes, determining and updating the management and delivery of the products required by the nodes. The management and delivery of the products required by the nodes are unhooked from production, so that the characteristics of dynamic adjustment of the engineering project are adapted, the project progress demand can be adapted, and too much stocking isnot needed.

Product production management method

The invention relates to the technical field of concrete curing, in particular to a full-automatic concrete curing chamber and a using method thereof. The full-automatic concrete curing chamber comprises an inner chamber, the full-automatic concrete curing chamber is characterized in that shelves are arranged at two sides of the inner chamber, trays are arranged on the shelves and used for storingconcrete test blocks, and a stacker walking channel is arranged between the shelves; and a stacker moves along the stacker walking channel and is used for storing and taking the trays, the full-automatic concrete curing chamber further comprises an outer chamber, the inner chamber is arranged in the outer chamber, the inner chamber is communicated with the outer chamber through an inner chamber inlet and outlet, and a stacker parking position, a conveying device, an automatic control system, a concrete standing area and a curing ending temporary storage area are further arranged in the outerchamber. The full-automatic concrete curing chamber has the advantages that the water recycling design is adopted in the curing chamber, water resources are saved, the concrete curing chamber is environmentally friendly, the curing cost is reduced, and the curing chamber is a concrete standard curing chamber high in innovativeness.

Full-automatic concrete curing chamber and using method thereof

The invention relates to an assembly type building formwork system. The assembly type building formwork system comprises horizontal prefabricated floor slabs, at least two prefabricated wall panels and composite formworks, wherein the prefabricated wall panels are erected on the prefabricated floor slabs; the prefabricated floor slabs are connected through the composite formworks, and a cavity used for pouring concrete is formed among the prefabricated wall panels, the composite formworks and the prefabricated floor slabs; each composite formwork is formed by stacking at least one ribbed steelformwork and at least one high-molecular plastic formwork, and the ribbed steel formworks are located below the high-molecular plastic formworks. The invention further relates to an assembly type building wall module. The assembly type building wall module comprises at least one assembly type building formwork system, and walls formed through cast-in-place of concrete are arranged in the cavitiesof the assembly type building formwork systems. The assembly type building formwork system has the advantages that the strength distribution and design are reasonable, the weight is low, manual operation is facilitated, batch production can be achieved, the manufacturing cost is low, installation is convenient, and grout is prevented from being permeated and leaked.

Assembly type building formwork system and wall module

The invention provides a method for forming a wall through mold. The method is characterized in that the mold comprises an outer mold plate (1), an inner mold plate (2), a plurality of side mold plates (3) closing a mold cavity (X), a driving mechanism (6) connected with the side mold plates (3) and one or more grouting holes (Z), wherein the inner mold plate (2) can move relative to the outer mold plate (1) to change the thickness of the mold cavity (X) between the inner mold plate (2) and the outer mold plate (1). The method for forming the wall comprises the following steps: (1) the thickness of the mold cavity is adjusted, specifically, the inner mold plate (2) is moved, and the thickness of the mold cavity (X) is adjusted to the thickness required for the wall; (2) the mold cavity isclosed, specifically, the driving mechanism (6) moves the side mold plates (3) to close the mold cavity (X); and (3) slip casting is conducted, specifically, concrete is injected into the mold cavity(X) from the grouting holes, and the wall is obtained after the concrete is set to be formed. Compared with the prior art, walls of various thickness specifications can be formed on the set of mold, and an outer wall body and an inner wall body can be formed simultaneously.

Method for forming wall through mold

The invention provides a basement outer wall single-side steel formwork supporting system and a construction method thereof, and relates to the technical filed of constructional engineering equipment. Aiming at the problems that the labor intensity of construction personnel is high and formwork supporting work efficiency is low existing in the available supporting system, the basement outer wall single-side steel formwork supporting system and the construction method thereof are provided. The basement outer wall single-side steel formwork supporting system comprises a pair of tracks, bases, and a plurality of supporting trusses, wherein the pair of tracks is laid at a foundation slab and parallel to an outer wall steel formwork, the bases are arranged on the tracks and can slide along the tracks, and the multiple supporting trusses are vertically arranged at intervals and are connected with the outer wall steel formwork; and bottom parts of the supporting trusses are hinged to the bases, and the supporting trusses are detachably connected with top ends of the bases through a plurality of adjusting rod pieces. The construction method comprises the steps that the steel formwork supporting system is spliced and fixed, after outer wall concrete is poured, a ground anchor assembly and a diagonal bracing are disassembled, an adjusting rod piece is retracted, so that the demoulded outer wall steel formwork are made to be supported on the base, and the next working section is started to continue pouring construction of outer wall concrete.

Basement outer wall single-side steel formwork supporting system and construction method thereof

The invention relates to a punching-free formwork system and a construction method thereof. The punching-free formwork system comprises a pair of parallelly-arranged panels, back ribs arranged on theouter sides of the panels, and screw connecting pieces for fixedly connecting the panels with the back ribs. The panels are formed by alternate splicing of formwork units and battens, and through holes for allowing the screw connecting pieces to penetrate through are formed in the battens, so that the integrity, durability and the number of times of overturning of the formwork units are ensured. The formwork units are provided with bright and clean inner side faces, and the quality of the outer surface of a poured building component is ensured. The construction method adopts the mode of flexible splicing of the formwork units and the battens and is suitable for concrete pouring of the large building component, the integrity and the surface flatness of the formworks are kept, the durabilityof the formwork units is improved, the number of times of overturning of the formwork units is increased, and the construction method has the advantages that application is wide, the working procedure is simple, operation is convenient, and the construction efficiency is high.

Punching-free formwork system and construction method thereof

The invention provides a prefabricated part transport monitoring method and a prefabricated part transport monitoring system. Specifically, RFID chips are embedded in prefabricated parts, supply orders are pushed in real time according to field working conditions, and logistics situations are transparent and easy to inquire; when the prefabricated parts are sent out, the prefabricated parts are scanned, specific information of the prefabricated parts can be checked through prefabricated part factory delivery app, and thus, error and missing of goods delivery are avoided. By the prefabricated part transport monitoring method and system, the problem that conventional transport level cannot meet actual construction requirement can be solved, information consistency is achieved, supply plans of the prefabricated part factory are made according to scheduling plant of the construction site, logistics information can be updated into the database in time; therefore, efficient paper-less logistics management, information sharing of different parties, and remote schedule management are realized, logistics management capacity can be improved intensively, logistics schedule can be controlled rapidly, and construction efficiency can be improved.

Prefabricated part transport monitoring method and system

The utility model discloses a basement outer wall unilateral steel moulding board supporting system relates to building and construction equipment technical field. There have constructor intensity oflabour to current braced system to be big, problem that formwork work efficiency is low. It is including laying in soleplate and a pair of track parallel with the outer wall steel form, set up on thetrack and can follow its gliding base, and vertical, interval sets up and a plurality of bracing truss of all being connected with the outer wall steel form, and bracing truss's bottom and base articulate, and bracing truss is connected with the top of base is detachable through a plurality of adjusting rod piece.

Basement outer wall unilateral steel moulding board supporting system

The invention provides a concrete test piece curing chamber A standard container is reformed into a test piece curing chamber, to implement that the concrete curing chamber is convenient to move and standardize, and can be transported between construction projects conveniently A photovoltaic power generation and supply technology is used for realizing self-sufficiency of power; redundant power is connected to a municipal power grid, so that reproducible energy is effectively used; by the adoption of steam for curing, water resources are effectively saved, and the temperature and the humidity in the curing chamber can be controlled; a temperature and humidity controller and a temperature and humidity sensor are used for automatically adjusting the temperature and the humidity in the test piece curing chamber; the temperature and humidity sensor is further wirelessly connected with a server or a mobile intelligent terminal, and a user can check monitoring data in real time at a mobile client; an RFID chip is further arranged outside a container body of the standard container, so that the user can learn about a working state of the test piece curing chamber in real time; a water source purification device is used for realizing simple sewage treatment to meet the requirement on environment friendliness; a two-dimensional code, a bar code or an RFID chip is also arranged on a concrete test piece, so that digitalized management on the concrete test piece is effectively realized

Concrete test piece curing chamber

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