38results about How to "Easy to process on site" patented technology

The invention discloses an aerated concrete block masonry composite wall reinforced with embedded reinforcements and borehole core columns, which belongs to the field of masonry structure and is mainly applied to the building structure engineering. The aerated concrete block masonry composite wall comprises block masonry composed of aerated concrete blocks and dedicated mortar, wall core columns vertically arranged in the block masonry and embedded reinforcements horizontally arranged in the block masonry; horizontal steel bars are generally arranged in block hollow grooves arranged along the length direction of a wall body, and the horizontal steel bars and mortar filled in horizontal mortar joints during the wall building form the embedded reinforcements; vertically through holes are drilled on the block masonry, and core column steel bars are vertically arranged in the holes; and the core column steel bars and core column concrete made of concrete poured after the wall building form wall core columns. The aerated concrete block masonry composite wall disclosed by the invention has relatively good popularization and application prospect in the load-bearing walls of multi-layer masonry structures in seismic areas and even non-load-bearing walls taking aerated concrete block masonries as filler walls in various structure systems.

The invention relates to a method of preparing the turtle, comprising the following steps: 1) pickling: killing a alive turtle, removing skin by putting the turtle in warm water of 60 Deg C for 30 seconds, getting oil by opening stomach and breaking into blocks; b. washing the block, and pickling; 2) preparing soup; 3) preparing process: boiling the soup, adding the pickled turtle, keeping for three to five minutes, and getting out for eating. The process is simpler, and the time is shorter because of the employed process of prepickling and soup preparing, further more, the turtle is delicious and fresh.

The invention relates to the technical field of arc-shaped suspended ceiling construction, and particularly discloses a large-span arc-shaped modeling suspended ceiling construction method. The large-span arc-shaped modeling suspended ceiling construction method specifically comprises the following steps that S1, indoor scanning is carried out, and a three-dimensional model is established; S2, according to the three-dimensional model and the indoor actual situation, a suspended ceiling joist is divided into a plurality of ceiling joist units; S3, scaffolds are erected on a construction site, ceiling construction paying-off is carried out, and a supporting frame and the ceiling joist units are mounted in sequence; S4, a silicon ceramic composite board is mounted; S5, putty construction is carried out; and S6, veneer bamboo skin is pasted, and construction is completed. The suspended ceiling joist is divided into the multiple suspended ceiling joist units, and the suspended ceiling joist is mounted in a modularized mode, so that the high-altitude operation time is shortened, the construction efficiency is improved, the labor cost is reduced, and the construction period is shortened.

The invention discloses a method for manufacturing a site pipeline type expansion joint in the environment with larger environmental temperature change and strong corrosivity, which has the characteristic of convenience in overhauling and maintenance. The method comprises the following steps: step A, selecting a reinforcement plate material and a roll bending material; step B, cutting the reinforcement plate material into a circular-ring-shaped reinforcement plate, wherein the inner diameter of the reinforcement plate is equal to the outside diameter of a pipeline; step C, enabling an inner diameter part of the reinforcement plate to be clung to the outer circumference of the pipeline so as to enable the inner diameter part of the reinforcement plate to be sealed and welded with the outer circumference of the pipeline to cause the reinforcement plate to protrude outside the pipeline; step D, cutting the roll bending material into a roll bending plate of which the width is equal to the distance between two adjacent reinforcement plates; and step E, performing sealing and welding on a long side part of the roll bending plate and an outer circumference part of the two adjacent reinforcement plates to enable the roll bending plate and the two reinforcement plates to form a pipeline type expansion joint waviness with a cavity. According to the method, the material of the expansion joint can be selected according to the environment; multiple times of repair, local replacement and repeated use can be realized; and the site pipeline type expansion joint can replace a finished stainless steel waviness expansion joint.

The invention discloses an FFU (Fiber Reinforce-Foamed-Urethane) composite sleeper. The FFU composite sleeper is characterized by being molded by using a light corrosion-resistant structural material which is made by reinforcing synthetic resin foam through glass long fibers, wherein the glass long fibers are 20-35 nanometers in diameters, and are 2-8 centimeters in lengths; and the synthetic resin foam is made by performing chemical reaction foaming on hard ethyl carbamate resin. The FFU composite sleeper provided by the invention is a glass fiber-reinforced hard FFU microporous elastomer, has the excellent performance of high specific strength, shock absorption, noise reduction, electric insulation resistance, high durability and the like, is light in weight, is high in application property, and can be processed like wood; and the FFU composite sleeper contributes to environmental protection, and is recyclable.

The invention provides a dry-hanging stone wall surface and a construction method thereof. The construction method comprises the following steps of stone selecting and carrying; movable type shaping operation support erecting; vertical channel steel keel mounting; transverse keel mounting; stone grooving; bottom stone temporary support mounting; stone mounting; and coping cover plate construction;bottom stone temporary support dismounting and the like. The stone carrying and machining efficiency can be greatly improved, the occupied area of stone stacking is reduced, the dry-hanging stone construction efficiency is improved, the stone bottom elevation is flexibly adjusted, the stability of the dry-hanging stone wall surface structure is enhanced, and building materials are saved.

The invention discloses a shear wall external scaffolding tie point structure and a manufacturing method thereof. A tie point structure comprises a structural outer wall panel, an external scaffolding, a scaffold short steel tube andround steel, one end of the round steel is bent to form a hook, the plain and straight section of the round steel is bent at an intermediate position into a vertical section and a horizontal section of 90 degrees, and the hook is located at the bottom of the vertical section of the round steel; the horizontal section is welded to one end of the scaffold short steeltube, the vertical section of the round steel is embedded in the structural outer wall panel and fixed with a structural steel bar in the structural outer wall panel, and the other end of the scaffold short steel tube is fixedly connected witha vertical pole in the external scaffold. According to the shear wall external scaffolding tie point structure and the manufacturing method thereof, can avoid the hole on the structural shear wall is avoided, at the same time the requirements of thescaffolding rigid tie pointcan be met by relying on the tensile and compressive performance of the round steel, on-site processing is convenient, and the construction operation is also convenient and quick.

The invention discloses a construction method of an assembling high turnover rate steel-coated plywood lightweight formwork system. The construction method comprises the following steps of formwork design, formwork preparation, panel coating, formwork installation, correction reinforcement and formwork removing, wherein the step of formwork design is design of standard formworks, non-standard formworks, external corner formworks and internal corner formworks. The construction method has the advantages of flexible assembly, good impression quality, fast construction progress and high turnover rate.

The present invention relates to a method for cooking a soft-shelled turtle. According to the present invention, the method for cooking the soft-shelled turtle includes the steps of pre-pickling, soup processing and the like, so that the in-site processing is easier, and the processing time is shorter. Besides, soft-shelled turtle soup made by using the method provided by the present invention is delicious in taste, and the soft-shelled turtle is fresh and tender in texture.

The invention relates to an optical fiber connector comprising a housing component, wherein a ferrule and a spring for pushing the ferrule forward are arranged in the housing component, a spring holding seat for limiting the spring is connected to the rear portion of the housing component, the spring holding seat comprises a holding seat body, an elastic cantilever is provided on the holding seatbody and is overhung by backward lean in the form that its rear end is close to the radial outer side of the housing component, and an overhanging end of the elastic cantilever is in stopper cooperation backward with the housing component. The above technical solution solves the problem that the hook between the spring holding seat and the housing component in the prior art is easily loosened, resulting in connection failure.

The invention relates to the field of buildings, in particular to an electric hydraulic modeling clamp. The electric hydraulic modeling clamp comprises a support. A pressure bearing piece is arrangedat the top of the support, provided with a detachable pressure applying device and further provided with a pressure bearing plate which bears the pressure conducted by the pressure bearing piece. Thepressure bearing plate is arranged above the support, and the two ends of the pressure bearing plate are connected with transmission strips which are provided with extruding pieces. The extruding pieces and the support are in transmission connection with each other, and extruding heads are arranged at the bottoms of the extruding pieces. A return spring matched with the pressure bearing piece is arranged in the support. Compared with the prior art, a color steel tile can be quickly modeled, the color steel tile is evenly stressed during modeling, the strength loss is small, breakage is avoided, a photovoltaic device can be mounted directly, and the problems that during mounting of the photovoltaic device, punching needs to be conducted on the color steel tile, the time and labor are wasted, and water leakage hidden danger exists are solved.

The invention discloses a rapid supporting structure for a tunnel guide wall formwork and a construction method. The rapid supporting structure comprises a guide wall and a supporting system; a guidepipe is arranged in the guide wall, the inclination angle of the guide pipe is 1-3 degrees, and arch feet are arranged at the two ends of the guide wall; and the supporting system comprises a transverse supporting pipe and an oblique supporting pipe, and the two ends of the oblique supporting pipe are connected with the transverse supporting pipe and the guide wall respectively. According to the construction method, potential safety hazards in the installation process of a steel pipe bowl opening scaffold are avoided, equipment investment is reduced, the utilization rate of existing materialsis increased, the construction cost is saved, and the construction period is shortened; and the outstanding effects of high safety, high economy and high construction speed are achieved.