5results about How to "Reduce cross work" patented technology

The invention discloses a TBM double-track tunnel trackless transportation cross-line bypassing cushion layer rapid construction method, and belongs to the technical field of tunnel construction. According to the method, a construction area is divided into a plurality of construction sections in the longitudinal direction of a tunnel, construction and transport vehicle framing and side alternate operation is organized, and parallel cushion layer pouring and trackless transport are achieved; the method comprises the following steps of: performing radar detection and scabbling treatment on the top surface of an inverted arch block during construction preparation; installing a steel plate water stop belt, and penetrating through the ground beam and the drainage blind pipe; a detachable steel pipe is adopted for shaping and constructing a cushion drainage ditch; after a reinforcing mesh is laid, concrete pouring, multi-pass surface finishing, steam and heat preservation curing and temperature and humidity monitoring are conducted; by optimizing the construction organization and technology, the problems that transportation is interrupted, the construction period is long and cracking is prone to occurring in a traditional method are solved, efficient, high-quality and low-interference cushion layer construction is achieved, optimal construction parameters can be scientifically screened by setting a contrast test section, and adaptability is high.

The present application relates to the technical field of building engineering, and especially relates to a kind of integrated decoration rapid construction method of assembly type sales office, comprising the following steps: step one: based on the digital splitting of BIM and the prefabrication of parts and components factory, ground, wall, ceiling and functional module are integrated into standardized unit;Step two: rapid processing and elevation reference establishment of site base layer, adopt laser line projector and adjustable support footing positioning rail;Step three: overhead pipeline integration and rapid wiring, adopt prefabricated combined line pipe and quick plug type water supply and drainage pipe, all pipeline interfaces are converted into unified specification quick interface;Step four: integrated leveling ground system rapid laying;The present application is assembled by full dry method, without cement mortar maintenance, paint drying and other time, compared with traditional wet work decoration, the construction period of 200-500 square meters of sales office is compressed from 60-90 days to 7-15 days, more than 80% is shortened.

The utility model discloses a prefabricated balcony. The prefabricated balcony comprises a prefabricated balcony plate and a steel beam, the prefabricated balcony plate is of a prefabricated integrated structure and is connected with the steel beam; the steel beam is connected with a prefabricated floor slab of a building to be constructed; wherein the prefabricated balcony slab is provided with a plurality of steel bars, so that the overall strength is improved. By implementing the embodiment of the utility model, the problems of on-site wet operation and cross operation are reduced, the installation efficiency is improved, the steel consumption cost is reduced, the engineering quality and the construction efficiency are improved, and the industrialization level of a steel structure assembly type system is further improved, so that the structure is green.

This invention discloses a large-angle cable-stayed crane lateral saddle system capable of bearing vertical forces and its construction method, comprising: a tower with parallel sliding beams at its top, the sliding beams being assembled from box girders, channel steel, and steel plates; a lateral saddle unit, mounted on the sliding beams, comprising: a lateral saddle consisting of a buckling device, an anchoring device, a pad beam, a distribution beam, an adjusting plate, and a 7-wheel saddle; the buckling device being welded from multiple steel plates and cooperating with the buckling structure of the channel steel on the side of the sliding beam; a reaction seat fixed to the surface of the sliding beam; a hydraulic jack located between the reaction seat and the lateral saddle, driving the saddle to laterally move via the extension and retraction of a hydraulic cylinder; and a locking mechanism including a circular hole penetrating the buckling device and the channel steel on the side of the sliding beam, and a pin inserted therein, used to hinge and fix the saddle after lateral movement to the desired position. This invention, through the lateral movement of the saddle, enables comprehensive, seamless lifting operations from line to surface under complex conditions such as large spans and special terrain.

This invention discloses an installation and construction device for an angled inclined glass curtain wall, comprising a winch support, a top support for the inclined curtain wall, a winch, a middle support for the inclined curtain wall, a hoisting rope, a top pulley, and a middle pulley. The winch is installed on the ground outside the angled inclined glass curtain wall via the winch support. A pair of top supports for the inclined curtain wall are installed on the main steel structure ring beam, and each top support for the inclined curtain wall is equipped with a top pulley. The middle support for the inclined curtain wall is installed on the main steel structure and located above the glass installation position. The middle pulley is installed in the middle of the middle support for the inclined curtain wall. One end of the hoisting rope is connected to the winch, and the other end of the hoisting rope passes sequentially around the top pulley and the middle pulley and connects to the glass assembled on the ground. This invention relates to the field of building construction technology and can solve the problems of segmented hoisting and long installation cycles of angled inclined curtain wall glass in the prior art.