16results about How to "Save construction materials" patented technology

The invention relates to a low-temperature liquid medium storage container and a construction and arrangement method of a metal film on the inner wall of the low-temperature liquid medium storage container, and belongs to the technical field of low-temperature liquid medium storage. The structure of the metal film comprises a top surface film, a right side surface film, a bottom surface film, a left side surface film, four transition surface films, a front surface film and a back surface film which are respectively arranged on the top surface, the right side surface, the bottom surface, the left side surface, four transition surfaces, the front surface and the back surface of the annular side surface of the low-temperature liquid medium storage container, the top surface film, the right side surface film, the bottom surface film and the left side surface film are respectively connected with the four transition surface films to form an annular side surface film; and the front film and the back film are connected through the annular side film to form a totally-closed three-dimensional film.

The utility model provides a bridge and channel combined construction structure, which relates to the technical field of bridge engineering, and comprises a bridge, channel components and integrated wall type piers, the channel components are distributed along a first direction, and the channel components support the bridge through the integrated wall type piers; the bridge is arranged above the channel assembly in the second direction; the second direction is different from the first direction. The technical problems that in the prior art, the engineering scale is enlarged due to the fact that the lower portion of a bridge occupies the inner space of a channel, and materials are increased and structural safety is reduced due to the fact that the lower portion of the bridge is arranged on the top plate and the bottom plate of the channel are solved.

The invention relates to a shear wall back-opening door hole pasting steel plate reinforcing structure and a construction method, and belongs to the technical field of shear wall reinforcing. Comprising vertical angle steel, long-strip-shaped steel plates, flat steel, horizontal angle steel and batten plates, the four vertical angle steel and the two long-strip-shaped steel plates are pasted and anchored on the shear wall in the outline direction of the rear door opening, the four vertical angle steel are arranged on the left side and the right side opposite to the rear door opening respectively, and the two long-strip-shaped steel plates are arranged on the flat steel. Gaps between the vertical angle steels on the same side of the front and back surfaces of the rear door opening are welded and reinforced by batten plates, so that the rear door opening is wrapped; the flat steel is pasted on the upper layer of the floor slab corresponding to the rear door opening, the horizontal angle steel is pasted on the lower layer of the floor slab, and the horizontal angle steel, the flat steel and the wall body are fixed through split bolts and chemical anchor bolts. The problems that the bearing capacity of the shear wall with the rear door opening is reduced, and the ductility and the shock resistance of the whole structure are improved are effectively solved.

The utility model provides a curb concrete foundation construction formwork, and relates to the technical field of building construction.The curb concrete foundation construction formwork comprises a first vertical plate, a second vertical plate and a supporting assembly, the first vertical plate is used for being arranged on the side face of a road structure layer, and the second vertical plate is used for being arranged on the side face of the road structure layer; the second vertical plate is used for being arranged on the side, away from the road structure layer, of the first vertical plate, the second vertical plate and the first vertical plate are arranged in a spaced mode, a concrete foundation used for pouring curbs is arranged between the first vertical plate and the second vertical plate, and the supporting assembly is detachably connected with the first vertical plate and the second vertical plate. The supporting assembly is used for preventing the first vertical plate and the second vertical plate from inclining. Compared with the prior art, the curb concrete foundation construction formwork can guarantee the construction quality and appearance of a curb concrete foundation.

The invention provides a shield lateral transverse movement launching and arc-shaped pilot tunnel deslagging construction method under the narrow site condition of an urban area, which comprises the following steps: step (1), preparation before launching: site selection of a launching vertical shaft, construction of the vertical shaft and a transverse channel, and preparation of transverse movement in the transverse channel; the construction method comprises the following steps of (1), shield tunneling machine assembly and lateral transverse movement, (2), shield tunneling machine debugging, (4), counter-force device installation, (5), zero-loop segment assembly, (6), tunnel portal blocking, (7), shield 100m starting section trial tunneling, and (8) horizontal transportation. The requirements for surface excavation and excavation are reduced, and the influence of noise, vibration, soil disturbance and the like on the surrounding environment is reduced. Therefore, the influence on the existing traffic and surrounding residents and buildings can be reduced, the environmental pollution is reduced, and good economic benefits and social benefits are achieved.

The grout stopping structure comprises a wall body used for retaining soil, a first grout stopping curtain is arranged at the bottom of the outer wall face of the wall body, the first grout stopping curtain extends in the thickness direction of the wall body, the first grout stopping curtain comprises a plurality of first grout stopping holes formed in the outer wall face of the wall body, and a plurality of second grout stopping holes are formed in the outer wall face of the wall body. The first grout stopping holes are filled with grout stopping materials, and the multiple first grout stopping holes are formed in the length direction of the wall body at intervals. Through the arrangement of the first grout stopping curtain, grout leakage in the wall body can be effectively prevented when grouting reinforcement is conducted on the retaining wall.

The present invention discloses a floating breakwater with coupled wave-breaking and power-generating functions, including a plurality of floating breakwater units, each of which is moored separately by a corresponding mooring system, and two adjacent floating breakwater units are connected by a connection system. The random deformation of the two airbags in the floating breakwater unit under the waves will drive the mover three to perform telescopic movement in the stator three, thereby cutting the magnetic lines of force to generate electricity; it will also drive the mover three and the stator three and the connected mover one and mover two to reciprocate together, and the mover one and mover two will cut the magnetic lines of force to generate electricity; it will cause the air enclosed between the partition one and the two airbags to flow and transfer in the ventilation duct, thereby causing the one-way fan to rotate and drive the wind turbine to generate electricity. The floating breakwater with coupled wave-breaking and power-generating functions provided by the present invention effectively combines the wave-breaking and power-generating functions, and not only has a high overall integration and a small motion response, but is also safe, durable and low in cost.

The application discloses a grouting plugging device for a prefabricated hollow column, which comprises a grouting plate used in cooperation with a grouting hole reserved for the hollow column and a plugging plate used in cooperation with the grouting hole; the grouting plate and the plugging plate are detachably fixedly connected, and the grouting plate is provided with a grouting plate opening hole used in cooperation with the grouting hole; the grouting plugging device for the prefabricated hollow column is characterized in that the grouting plate and the plugging plate are detachably connected; when the hollow column is grouted, the grouting plate is used in cooperation with the reserved grouting hole for grouting treatment; when plugging is needed, the plugging plate is used in cooperation with the reserved grouting hole for plugging, which is equivalent to the traditional grouting plugging mode of a reserved grouting pipe; the technical scheme is characterized in that the structure is simpler, the operation is more convenient and faster, construction materials are saved, and the demand for standardized construction is improved.

The utility model discloses a butt joint installation device for building pipelines. The butt joint installation device comprises a supporting rack, a hoisting mechanism arranged on the supporting rack, a pipeline supporting mechanism arranged on the supporting rack and a pipeline limiting mechanism. The pipeline limiting mechanism is matched with an existing pipeline for limiting installation, and the hoisting mechanism is used for hoisting a to-be-installed pipeline and is matched with the existing pipeline for butt joint installation; according to the butt-joint mounting device for the building pipeline, through the arrangement of the pipeline limiting mechanism and the pipeline supporting mechanism, the whole device is stably mounted on an existing pipeline, the whole structure is matched with the existing pipeline for positioning, adjusting and mounting, the mode that the device needs to be matched with a wall top again for mounting during use is avoided, and the mounting efficiency is improved. The construction time and construction materials are greatly saved, the hoisting mechanism is used for hoisting the to-be-mounted pipeline and can adjust the to-be-mounted pipeline in multiple directions, the pipeline fitting mounting efficiency is improved, meanwhile, the mounting precision is improved, and the labor intensity is reduced.

The present invention relates to the field of building construction, and specifically to a construction method for a double-layer anchor bar support seat for a variable-section foundation plate. The end heads of upper and lower anchor bars that penetrate into the variable-section foundation plate are used as a part of the anchor bar support seat. Anchor bar support seat A and anchor bar support seat B are added to form a self-bearing support structure. After the binding is completed, the horizontal and vertical directions are coordinated to bear force to support the upper anchor bars of the foundation plate. Compared with the existing construction method, the use of supporting horse stools is reduced, saving costs. In addition, by setting the anchor bar support seat B, the supporting horse stool under the upper anchor bars of the low-section foundation plate is omitted, the construction process is simplified, and construction materials are saved.

The present invention discloses a hanging formwork combination, comprising four hanging formwork templates; J-shaped connector a and J-shaped connector b are respectively arranged at two ends of the hanging formwork template, and both J-shaped connector a and J-shaped connector b are located on the inner side of the hanging formwork template; the hook opening direction of the J-shaped connector a is perpendicular to the length direction of the hanging formwork template, and the hook opening direction of the J-shaped connector b is parallel to the length direction of the hanging formwork template, wherein the hook opening of the J-shaped connector a deviates from the hook opening of the J-shaped connector b; each hanging formwork template is connected at a right angle through the hook of its J-shaped connector a and the hook of the J-shaped connector b of another hanging formwork template, and the four hanging formwork templates are connected in sequence to form a square frame structure. The hanging formwork combination formed by the hanging formwork template has the advantages of convenient assembly operation, wide application range, high connection stability, good squareness and not easy to deform, and it is not necessary to set up steel pipes in the inner frame of the hanging formwork combination to support and reinforce the overall frame, thereby improving construction efficiency.

The embodiment of the utility model provides a retaining wall structure suitable for a sloping field. The retaining wall structure comprises a frame beam, a retaining wall foundation, a wall body, a vertical post-pouring section, a first construction piece and a second construction piece. Wherein the retaining wall foundation is arranged on one side of a sloping field, the wall body is fixedly arranged on the retaining wall foundation, the vertical post-pouring section is arranged above the wall body, the frame beam is arranged above the vertical post-pouring section, and the frame beam is hinged to the wall body through the vertical post-pouring section; the first component is hinged to the first side of the wall, the second component is hinged to the second side of the wall, and the first side is opposite to the second side. The three surfaces of the wall body are respectively hinged with the first construction piece, the second construction piece and the frame beam, so that three-surface hinging can be formed, the strength of the wall body is enhanced, the stability of the wall body is ensured, the deformation of the wall body under the action of external force can be resisted, and the arrangement that a permanent retaining wall separated from the wall body is arranged to create a local flat ground environment is avoided; and the cost is further reduced.

The construction structure comprises a gable wall and the rows of independent buttresses, and a first height floor slab and a second height floor slab are arranged on the upper portions of the independent buttresses; the rows of independent buttresses are constructed layer by layer, and an operation platform used for construction of the independent buttresses is built through the triangular supporting tool hanging frame, the cantilever I-shaped steel and the channel I-shaped steel. The space between the independent buttress and the outer wall of the plant is divided into a plurality of rooms; the first-height floor slab is higher than the top of the factory building roof, and the second-height floor slab is located above the first-height floor slab; and a staggered platform used for construction of the first-height floor slab is erected below the first-height floor slab, and construction of the second-height floor slab is conducted with the first-height floor slab as a support. The construction efficiency of the row of independent buttress structures can be improved, the construction safety is guaranteed, the construction cost is reduced, the independent buttresses and a plant are highly fused, and the space utilization rate is increased.

The utility model belongs to oversized and overweight cable saddle hoisting equipment in the technical field of bridge construction. A plurality of tower columns (5) are arranged on the bearing platform (3), a plurality of tower bases (4) are further arranged on the bearing platform (3), each tower base (4) comprises the bottom corresponding to one tower column (5), a tower crane (1) is further arranged on the bearing platform (3), the bottom of the tower crane (1) is embedded in the bearing platform (3), and the side face of the tower crane (1) is connected with the side faces of the tower columns (5). The oversized and overweight cable saddle hoisting equipment disclosed by the utility model is convenient and quick to construct, reliable in mounting precision, high in construction quality and high in operation safety, and the labor intensity is reduced.

The invention relates to a PEC beam column and column-column connecting system capable of achieving efficient pouring and butt joint, bracket web inserting grooves with upward openings are formed in the ends, away from a PEC column, of brackets, PEC beam webs at the two ends of a PEC beam are inserted into the bracket web inserting grooves of the brackets on the two sides correspondingly, and U-shaped steel plates serve as steel molds of a column-column post-pouring belt and a beam column post-pouring belt; and the reinforcing ribs are inserted between the upper PEC column and the lower PEC column and between the bracket and the flange of the PEC beam. The method has the beneficial effects that butt joint is conducted at the butt joint position of the PEC beam and the bracket in a web slot mode, the butt joint efficiency is improved, the positioning difficulty in beam column butt joint is low, the needed positioning time is shortened compared with traditional positioning, the construction workload is greatly reduced, the connection accuracy and stability of the PEC beam and the bracket are directly guaranteed after insertion, and the construction efficiency is improved. Subsequent installation of the U-shaped steel plate is facilitated; and in the post-cast strip pouring aspect, formwork erecting and disassembling steps are not needed, the construction process is environmentally friendly, the construction time is greatly saved, and material waste is effectively avoided.