39results about How to "The construction process steps are simple" patented technology

The invention discloses an assembled type gridding shearing wall structural system which comprises a plurality of shearing wallboards arranged from top to bottom. Each shearing wallboard comprises a shearing wall body, upper restraining hidden beams and two vertical edge restraining components, the shearing wall body is formed by a plurality of prefabricated gridding shearing wall main bodies in a spliced mode, every two adjacent prefabricated gridding shearing wall main bodies are connected through a connecting hidden column, and rectangular boxes on the internal framework of each prefabricated gridding shearing wall main body are respectively provided with a rectangular heat preservation board in an inlaid mode. A construction technology of the assembled type gridding shearing wall structural system includes the steps of (1) carrying out measuring and setting-out, (2) hoisting the prefabricated gridding shearing wall main bodies, (3) constructing the upper restraining hidden beams, the connecting hidden columns and the vertical edge restraining components, (4) constructing the shearing wallboard on the upper layer, and (5) repeating the steps till the construction process of the multiple shearing wallboards is completed. The assembled type gridding shearing wall structural system and the construction technology are reasonable in design, convenient to construct, low in investment cost and good in use effect, and multiple problems in traditional assembling of an integrated shearing wall structure can be effectively solved.

The invention discloses a steel truss girder assembling, erecting and construction process. A steel truss girder is a girder body, the front end and the rear end of an erected steel truss girder are supported on a first permanent buttress and a second permanent buttress respectively, the steel truss girder is formed by splicing a plurality of steel truss girder segments in an end-to-end mode, and the first permanent buttress and the second permanent buttress are located on the two sides of a main riverway of a river respectively. Assembling and erecting of the steel truss girder include the first step of construction of temporary supporting systems, longitudinal sliding rails and transverse sliding rails, the second step of assembling, erecting and longitudinal moving of the steel truss girder at different times, the third step of transverse moving of the steel truss girder and the fourth step of setting of the girder, wherein in the first step, the temporary supporting systems are constructed on one side of the first permanent buttress and on one side of the second permanent buttress respectively, the two longitudinal sliding rails used for the steel truss girder to move longitudinally and the two transverse sliding rails used for the steel truss girder to move transversely are distributed on the temporary supporting systems; in the second step, the steel truss girder segments are assembled more than once from front to back and are longitudinally moved many times. The steel truss girder assembling, erecting and construction process is simple in process, reasonable in design, convenient to achieve, good in construction effect and little in construction difficulty, and the assembling and erecting processes of the steel truss girder can be conveniently and quickly achieved.

The invention discloses a construction technology for prefabricating a corrugated steel web PC I beam into a combined box girder bridge. Each combined box girder segment in a combined box girder of the combined box girder bridge is formed by connecting two corrugated steel web PC I beams. The construction technology comprises the following steps: Step I, prefabricating the corrugated steel web PC I beams: pedestal prefabricating construction, installation of a soffit formwork, installation of a reinforcement cage in a bottom plate, installation of a corrugated pipe in the bottom plate, installation of a positioning bracket and erection of a side formwork, installation of a corrugated steel web, pouring of concrete on the bottom plate, installation of a top plate molding template, installation of the reinforcement cage in a top plate, pouring of concrete on the top plate, and stretch-drawing of a cable in the bottom plate; Step II, displacement and erection of the corrugated steel web PC I beams; Step III, lengthways wet joint construction; Step IV, stretch-drawing of a cable out of the bottom plate and system conversion. According to the invention, the processing steps are simple, the design is reasonable, the implementation is convenient, the construction period is short, the construction quality is high, pedestal prefabricating and the positioning bracket are combined to complete bridge prefabrication, and the construction quality of the combined box girder bridge can be effectively ensured.

The invention discloses a plane rotation construction technique for a steel truss girder for existing bridge spanning construction. A main girder of the constructed bridge is a steel truss girder spanning the existing bridge and obliquely crossing with the existing bridge; the technique comprises the following steps: firstly, constructing a high-altitude steel truss girder assembling platform which comprises a temporary buttress and a plurality of temporarily assembling brackets; secondly, assembling the steel truss girder at high altitude and removing the temporarily assembling brackets; thirdly, installing a steel truss girder rotation positioning device and a slippage system; before rotating the steel truss steel, firstly installing the steel truss girder rotation positioning device and the slippage system; fourthly, conducting plane rotation on the steel truss girder; and fifthly, dropping the girder in place. The construction technique is simple in steps, convenient to construct, fast to construct, safe and reliable in construction process and less in interference on the existing bridge, and can effectively solve the problems that the construction field is limited, the construction can not be normally conducted, the travelling interference on the existing bridge is large, the construction risk and hidden hazard are large and the like in construction with the existing in-situ falsework method and the dragging method.

The invention discloses a segmental assembling box girder construction technology. A constructed box girder is composed of multiple porous girders. Each porous girder is formed by assembling multiple box girder segments from back to front. When the constructed box girder is constructed, the process includes the following steps that firstly, the box girder segments are prefabricated, wherein all the box girder segments used for forming the constructed box girder are prefabricated in a prefabrication site in a concentrated manner; secondly, the box girder segments are transported, wherein all the box girder segments are transported to the erection position of the constructed box girder through a girder transport vehicle; thirdly, the box girder is erected, wherein the constructed box girder is erected and constructed through a descending bridge girder erection machine, and the descending bridge girder erection machine comprises a bottom horizontal supporting system, a main girder system, a longitudinal moving system, a cantilever crane, an assembling frame and an assembling vehicle; and fourthly, a system is converted, wherein the system is converted after the erection construction process is finished. By the adoption of the segmental assembling box girder construction technology, the technological step is simple, design is reasonable, construction is easy and convenient, a construction process is easy to control, a use effect is good, the segmental assembling box girder assembling process can be simply, conveniently and rapidly finished, and the construction quality is easy to guarantee.

The invention discloses a ribbon-shaped single-tower cable-strayed-steel structure combined bridge and a construction process thereof. The combined bridge comprises a lower supporting structure, a main beam, an arch-shaped main tower which is arranged on the main beam and gradually backwards inclined from bottom to top, and two ribbon-shaped supporting structures which are positioned at the rear side of the main tower; the two ribbon-shaped supporting structures are both integrally fixedly connected with the main beam; the two-ribbon-shaped supporting structures and the main beam are lengthways arranged along the bridge direction; a plurality of cable-strayed ropes are arranged between the main tower and the main beam; each ribbon-shaped supporting structure is divided into a lower ribbon-shaped supporting structure and an upper ribbon-shaped connecting structure through the main beam. The construction process of the combined bridge comprises the steps of 1, constructing the lower supporting structure; 2, constructing the lower ribbon-shaped supporting structure; 3, constructing the main beam; 4, constructing the main tower and the upper ribbon-shaped connecting structure. The combined bridge is reasonable in structural design, convenient to construct, outstanding in mechanical performance and a good in use effect; a non-back cable-stayed bridge and a continuous rigid structural bridge are effectively combined, and the advantages of the two bridges are brought into full play.

The invention discloses a building roof construction process. A construction roof comprises a roof structure plate, a parapet wall and a roof surface layer, wherein the parapet wall is arranged above the roof structure plate, the roof surface layer is paved on the roof structure plate, a roof exhaust system is arranged on the construction roof and comprises a plurality of first horizontal exhaust pipes, the first horizontal exhaust pipes are respectively laid in a slope finding layer or a heat insulation layer in the roof surface layer, two ends of each first horizontal exhaust pipe are respectively connected with a vertical exhaust pipe, and the vertical exhaust pipes are embedded in the side walls of the parapet wall and a discharge flue or the side wall of an exhaust passage. The construction process of a construction roof comprises the steps of 1, surveying and setting out; 2, parapet wall, discharge flue and exhaust passage construction; 3, horizontal exhaust pipe positioning installation; 4, exhaust pipe connection; 5, roof surface layer construction; and 6, rigid protecting layer mesh division and caulking construction. The construction process has the advantages that the steps are simple, the operability is high, the realization is convenient, in addition, the work efficiency is high, the construction effect is good, and the construction quality of the construction forming building roof can be effectively ensured.

The invention relates to a construction method of a hyperboloidal concrete structure of a coal tower storage bunker incline wall, comprising the following steps of: (1) building a coal tower storage bunker incline beam; (2) building aerated concrete blocks from the top down in the form of steps by closely leaning the coal tower storage bunker incline beam, wherein a wind-powered coal vibration tube is embedded in the corresponding position in the building process; (3) binding reinforcing mat sheets at the outer sides of the step-typed aerated concrete blocks; (4) erecting frameworks in steps and casting concrete according to the step-typed aerated concrete blocks so as to form a hyperboloidal concrete structure; and (5) fixedly mounting a wearable slab on the external body of the hyperboloidal concrete structure, and then finishing the integral construction. The invention reduces the use load of the integral structure, has simple construction process steps, higher casting quality and precision of the concrete, effectively reduces the construction difficulty and the construction cost, and is a construction method of the hyperboloidal concrete structure of the coal tower storage bunker incline wall with higher innovation property.

The invention discloses an active fracturing device for coal rock softening and a coal rock fracturing construction process. The active fracturing device comprises a conveying mechanism and a fracturing mechanism communicated with the conveying mechanism, wherein the conveying mechanism comprises a pipeline and a supply unit, a power unit and an adjusting unit sequentially arranged on the pipeline, and the fracturing mechanism is arranged at the output end of the pipeline. The construction process comprises the steps of fracturing fluid preparation and drilling, pre-compression, hole sealing, fracturing and pressure relief. The active fracturing device is simple in structure and reasonable in design, a dustproof water fracturing fluid or supercritical CO2 active fracturing fluid serves as a fracturing fluid for a coal rock to be fractured, the input cost is low, a fracturing effect is good, fracturing energy can be continuously increased through gas-fluid two-phase circulating conversion of the fracturing fluid, a good fracturing effect is achieved, clay mineral expansion in the coal rock is effectively prevented, the damage of the fracturing fluid to a stratum is decreased, further the permeability of the coal rock to be fractured is further improved, and the construction process is easy to control.

The invention discloses a tunnel inverted arch and inverted arch filling layer replacing steel-concrete composite structure and a construction technology. The tunnel inverted arch and inverted arch filling layer replacing steel-concrete composite structure is composed of a prefabricated inverted arch and a steel truss structure laid on the prefabricated inverted arch; the prefabricated inverted arch is formed by assembling a plurality of fabricated inverted arches from back to front, and the steel truss structure includes a plurality of vertical steel trusses and steel-concrete composite plates; and one vertical steel truss is arranged above the middle part of each fabricated inverted arch, and each steel-concrete composite plate includes horizontal steel plates and a cast-in-place concrete layer. The construction technology includes steps of first prefabricated inverted arch assembly construction and second steel truss structure construction. According to the tunnel inverted arch andinverted arch filling layer replacing steel-concrete composite structure and the construction technology, the structure design is reasonable, the construction technology is simple and convenient, andthe use effect is good; and a cast-in-place tunnel bottom lining is replaced by a fabricated inverted arch formed by connecting three inverted prefabricated parts, and the concrete-filled inverted arch filling layer is replaced by the steel truss structure, alignment and splicing are carried out on site, the tunnel inverted arch and tunnel filling construction process can be greatly simplified, the construction efficiency can be improved, and the construction quality can be ensured.

The invention belongs to the technical field of AG glass manufacturing, particularly relates to a processing technology of 2.5 D Ag glass. The processing technology comprises the following steps that(1) an AG glass substrate and protective glass are manufactured; (2) the AG glass substrate and the protective glass are cleaned and dried; (3) UV hydrolytic glue coats the periphery of the AG glass substrate; (4) the protective glass covers a UV hydrolysis glue layer, the AG glass with the protective layer is obtained; (5) the AG glass is placed on a laminating machine for pressing and bonding; (6) a ultraviolet lamp is used for illuminating, and curing of the UV hydrolytic glue is accelerated; (7) the AG glass is placed on a fine carving machine for processing according to the design, so that the 2.5 D AG glass with the protective layer is prepared; (8) the 2.5 D AG glass with the protective layer is put into a polishing machine for polishing treatment; (9) hydrolyzing is carried out toenable the protective glass to be separated from the AG glass substrate; and (10) the 2.5 D AG glass is taken out, and the glass is cleaned. The processing technology is simple in construction processand high in finished product qualification rate.

The invention discloses a seabed scouring preventing bionic system and a construction technology and application thereof. Bionic water plant leaves, an installing base pad, a plurality of anchor beltsand anchoring devices are included. The bionic water plant leaves are fixedly laid on the installing base pad, and the installing base pad is connected with the anchoring devices through the multipleanchor belts, wherein the anchoring devices are used for being fixed to a sand bag layer or seabed sediments. The bionic water plant leaves, the installing base pad, the multiple anchor belts and theanchoring devices are combined and connected into an integrated structure, during underwater pavement, the integrally-formed bionic water plant combined body is directly laid on the surface of a seabed suspension pipeline, the construction technology steps are greatly simplified, and the work efficiency is improved. The installing base pad is designed into a trapezoid or arc adapting to the appearance of the seabed suspension pipeline, seamless linkage of the installing base pad or seamless linkage with the seabed suspension pipeline can be directly achieved, connection is firmer, unfolding of bionic water plants forming a reel is not needed during underwater pavement, the pavement process is simplified, and the scouring preventing effect is improved.

The invention discloses a forming device and a construction process for reverse screw pile, wherein the forming device comprises a drill rod, a grouting equipment connected with external end of the drill rod and an integrated pipe cap forming device sleeved outside the upper part of the drill rod; the reverse screw pile comprises a pile body and pile ca, the outer wall of the pile body is provided with outer thread structure; the drill rod comprises a core rod and outer thread structure of rod body; the integrated pile cap forming device comprises a support, pile cap forming drill head, rotational drive device and lifting device, the pile cap forming drill head comprises a hollow sleeve and spiral blade; the forming construction process comprises steps of: 1, installing pile cap forming device; 2, drilling hole; 3, lifting and conducting synchronous pile body concrete grouting construction; 4, making the pile cap forming device drill to form clay model; 5, grouting construction of pile cap concrete; 6, forming of reverse screw pile. The forming device has reasonable design, simple construction and good effect, thus can finish construction process of pile body and pile cap of reverse screw pile easily and rapidly.

The invention discloses a prestressed construction process for building a high-rise building structure. All steel wire ropes in prestressed tendons are dispersedly anchored through first anchor bearing plates and corresponding first anchorage devices, so that the problem that stress on the surrounding structure of the first anchor bearing plates is concentrated after tension releasing is avoided; all the first anchor bearing plates are arranged along the spherical surface, i.e. the bearing surfaces of all the first anchor bearing plates are supported by an imaginary sphere, so that the stress is more uniform, and the stability of the anchoring structure is facilitated; and second anchor bearing plates, cavity molds and templates are relatively fixed, so that holes, through which the prestressed tendons can penetrate, of the second anchor bearing plates, the cavity molds and the templates are not staggered, the prestressed tendons can be arranged to be perpendicular to the outer surfaces of the templates all the time, the process requirement is met, and accurate implementation of prestress of the high-rise building structure is guaranteed. The prestressed construction process has the advantages of simple steps, convenience in operation and good effect.