32results about How to "Efficient and fast construction" patented technology

The invention provides an all-dry micro-bundle optical cable which comprises a microtube core, an outer sheath wrapping the periphery of the microtube core and a plurality of reinforcing pieces embedded in the outer sheath. The microtube core comprises a plurality of wound microtubes and a plurality of waterproof yarns, and gaps among the wound microtubes are filled with the waterproof yarns; eachwound microtube comprises a winding belt and a plurality of dry-type optical fiber microtubes wrapped by the winding belt, wherein each dry-type optical fiber microtube consists of a microtube sheathand waterproof yarns and optical fibers wrapped in the microtube sheath. The all-dry micro-bundle optical cable adopts an all-dry type structure, is filled with no oil, is environmentally friendly and free of pollution, and has high efficiency and rapidness in construction; after several dry-type optical fiber microtubes are wound and combined through the winding belt, the density of the opticalfibers and the space ratio of the optical fibers in an inner cavity of the sheath can be effectively improved; the dry-type waterproof material has stable performance with the temperature change, theoptical fiber transmission characteristic does not change with the temperature change, and the performance is stable.

An anti-corrosion structure and a construction method of a dry-hanging joint of an exterior wall of a prefabricated building, the dry-hanging joint of an exterior wall includes a pre-embedded box embedded in a prefabricated dry-hanging exterior wall panel and a hook seat fixedly connected to a building body The upper part of the hook seat passes through the side opening of the pre-embedded box and enters the upper part of the inner cavity of the pre-embedded box to support the entire prefabricated dry-hanging exterior wall panel; The grouting pipe in the inner cavity of the box, at the same time, in the construction gap between the prefabricated dry-hanging outer wall panel and the main body of the building, there are U-shaped foam rods surrounding the dry-hanging nodes of the outer wall, and the U-shaped foam rods in the pre-embedded box Inject filling cement slurry into the surrounding construction gaps to wrap the entire dry-hanging node. The invention can make the dry-hanging nodes long-term anti-corrosion, ensure that the external wall boards do not fall off, have a long service life, and ensure building quality and safety performance.

The invention relates to a horizontal self-locking assemble wallboard and a construction method of a horizontal self-locking assemble wallboard embedded into a construction wall body. The horizontal self-locking assemble wallboard is prepared by compounding a glass fiber grid cloth surface enhanced flow-state micropore lightweight concrete basal body and a rock wool heat preservation core plate, wherein the micropore lightweight concrete slurry and the rock wool heat preservation core plate are integrally subjected to gapless tight compounding and one-time pouring moulding; convex groove tenons and concave groove tenons are arranged at the left side, the right side, the upper part and the bottom part of the basal body; during wall formation, the wallboard is combined with each light steel keel having the same size as that of the cross section of each concave-convex tenon, and the light steel keels are placed in the concave-convex tenons of the assemble wallboard so as to form a lightweight wall body embedded with the light steel keels. By utilizing the structural characteristics, the technical problem that steel-structured construction is quickly assembled and constructed to form the wall body is solved, and the wallboard has the characteristics of light weight, high strength, seismic resistance, heat insulation and heat preservation. The steel structure systems can be used for constructing the wall body project having multifunctional requirements on relatively high seismic resistance, energy conservation, fireproofing and the like.

The invention belongs to the technical field of building structures, and provides a bracket overhanging type prestress crimping assembly type concrete frame and a construction method thereof, and the bracket overhanging type prestress crimping assembly type concrete frame comprises a prefabricated column, a composite beam, a composite floor slab and a connecting assembly. The superposed beam comprises a prefabricated beam arranged at the outer end of a bracket of the prefabricated column, a beam post-pouring layer arranged on the prefabricated beam and a bracket upper layer arranged on the bracket. The composite floor slab comprises a slab post-pouring layer and a prefabricated slab which are arranged on the prefabricated beam. The connecting assembly comprises a post-tensioned prestressed reinforcement bundle used for fastening the prefabricated column and the prefabricated beam, a bonding layer arranged between the bracket and the prefabricated beam, and anti-bending energy-dissipation steel bars and anti-shearing steel bars which are arranged on a beam post-pouring layer and the upper layer of the bracket, and the anti-bending energy-dissipation steel bars are connected with anchoring steel bars in the upper layer of the bracket. According to the bracket overhanging type prestress crimping assembly type concrete frame, the assembly type beam-column joints can be conveniently connected with the frame support, the connecting parts of the prefabricated columns and the prefabricated beams are moved out of the core area of the beam-column joints, the stress of the joint parts is smaller, the construction is more convenient, and the quality is easier to guarantee.

The invention relates to an embedded steel plate reinforced engineering bamboo component which comprises a left engineering bamboo rectangular block, a right engineering bamboo rectangular block, a bottom engineering bamboo rectangular block, a T-shaped steel plate and two shear-resistant pieces, and the left engineering bamboo rectangular block and the right engineering bamboo rectangular block are bonded to the two sides of a web of the T-shaped steel plate respectively. The bottom engineering bamboo rectangular block is adhered to the bottom of a flange plate of the T-shaped steel plate, and the two shear-resistant pieces are fixedly connected with the front ends and the rear ends of the left side engineering bamboo rectangular block, the right side engineering bamboo rectangular block and the bottom engineering bamboo block respectively. The invention further relates to a preparation method of the embedded steel plate reinforced engineering bamboo component. The preparation method comprises three steps. The steel and the engineering bamboo are combined, the advantages of the two materials are brought into full play, the bending strength and the bending rigidity of the engineering bamboo component can be effectively improved under the condition that the appearance of the bamboo component is not changed, the component section is reduced, construction is efficient and rapid, and the bearing performance is excellent. Wide development and application prospects are realized in the assembly type modern bamboo-wood structure building.

The invention provides a variable cross-section space angle steel component assembling precision control method and system. The method comprises the following steps of detecting a jig frame platform, marking out the jig frame platform, installing the system on the jig frame platform, finely adjusting the system, performing secondary fine adjustment on the system after a steel tower component is in place, assembling segments, disassembling the system and reusing the system. The problems that an existing segment manufacturing method and tool are low in efficiency, large in material consumption, large in damage, low in universality, large in man-machine consumption for disassembly and assembly and potential safety hazards exist are solved. The system is accurate in precision control, wide in application range, high in repeated utilization rate, convenient to operate and good in safety; the method can be used for assembling and precision control of various variable cross-section space angle steel members, the manufacturing precision is guaranteed, meanwhile, the production efficiency is improved by two times, the tool cost is reduced by 50%, and cost reduction and efficiency improvement are remarkable; positioning, assembling and adjusting are convenient and fast; labor and machinery can be saved in each link, and construction tasks can be efficiently completed.

The efficient backing up of a hierarchical system in cloud blob storage. The hierarchical structure of the system as it existed at a prior instance in time is reconstructed. A change journal that represents changes in the file system that prior instant in time is then used to formulate an updated file system hierarchy as it exists at a second instant in time. An updated injected representation of the file system, and updated file system reversal information is then formulated and provided to cloud blob storage. The injected representation of the file system is a one-to-one function of the content of the file system, in that the reversal information can be used to recover the content of the file system. Injected representations of various nodes in the system hierarchy may also be remotely stored.

The invention relates to the technical field of building construction, in particular to a pouring and forming construction process for a large-scale sewage pool with a rib-beam type wall. The inner slope of the wall formed by pouring is 3.6%, and the outer side of the wall is provided with ribs. There are multiple triangular volt arm walls on the outside of the wall body, and the interval between every two triangular volt arm walls is even. The inner formwork, outer formwork and foundation formwork are required for wall construction. The inner formwork includes inner wall formwork, inner triangular truss, inner tie rods and inner formwork back flute. The outer formwork includes outer wall formwork, outer triangular truss , outer formwork back flute, volt arm formwork, volt arm back corrugation, rib beam formwork, outer tie rods, outer connecting rods, outer wall plug formwork and volt arm cover plate, the purpose of the invention is to overcome the existing engineering reinforced concrete wastewater pool The existing problems of pouring can reduce the construction time of the engineering wastewater pool, shorten the entire construction period, and avoid the leakage problem caused by the construction joints.

The invention discloses a grouting method for filling vertical fissures of a rock mass on a slope face. The method includes: obtaining the opening degree of the vertical fissures of the rock mass on the slope face, the geometric size of the rock mass, the grouting amount of a single hole, and the grouting hole spacing; The vertical crack opening of the rock mass on the slope surface, the geometric size of the rock mass, and the grouting hole spacing, the grouting holes are drilled according to the spacing, and the grouting holes are drilled to the crack surface; the grouting conduit is placed in the grouting hole, and the slurry is filled. This method provides a fast and efficient new way to control the gravitational erosion of rock mass on the slope surface. It has the characteristics of quick construction, short construction period, good anti-seepage effect, and little disturbance to the rock mass, and can realize scientific and precise grouting. To ensure the quality of grouting construction.

Provided are self-decoration reactive powder concrete and an application hanging plate and application method thereof. The self-decoration reactive powder concrete is prepared from 16%-30% of cement, 10%-35% of admixture, 1%-5% of fibers, 23%-44% of fine aggregates, 0.5%-5% of high-efficiency water reducing agent, 0-0.5% of colorant, 0-5% of titanium dioxide and 9%-18% of water, the self-decoration reactive powder concrete serves as a construction material and a decorative material, the compressive strength is larger than or equal to 100 Mpa, the flexural strength is larger than or equal to 15 Mpa, the fluidity ranges from 300 mm to 350 mm, pouring is conducted to make a decorative hollow-out hanging plate through a hollow-out mold, reinforcements are not needed, and a light and attractive hanging plate can be made. Compared with an ordinary decorative hollow-out hanging plate, the hanging plate is free of reinforcements, small in thickness, light in size, light in weight, convenient to transport and install, rapid and efficient in construction, high in strength, good in bearing capacity, resistant to impact, good in waterproof and anti-cracking property, good in weather resistance, good in decorative effect and capable of being widely applied to fabricated building construction.

The invention discloses a construction method of an underground shaped pool. The construction method comprises the steps of manufacturing of a steel plate internal mould, foundation marking and location, earth excavation, pit bottom pretreatment, concrete pouring, installation and location of the steel plate internal mould, backfilling, concrete pouring, wire-tie and concrete pouring. The construction method of the underground shaped pool has the advantages of easy operation, high practicability, and fast and efficient construction, the underground construction time can be reduced; the influence of earthwork caving and ponding in the underground construction on production and life is relieved effectively, and the whole engineering construction from the manufacturing of the steel plate internal mould to completion of the concrete pouring needs 2-3 days only, and the construction period is shortened by 12-13 days compared with the previous methods; the construction period is shortened, and the working efficiency is improved; the construction cost is saved.

The invention discloses a full-sleeve thin-wall filling pile construction method and a movable internal mould. The construction method increases the capability for penetrating the foundation soil by the single layer sleeve by a large scale with the large exciting force and high-frequency vibrating hammer. A majority of groundwork soil layers except the strong decayed rock can be penetrated. The single layer sleeve which is longer than 20 meters and has diameter for 0.8-2.0 meters is one-time sunk into the foundation soil. The earth can be fetched by carrying an earth-fetching pipe by a high-frequency hammer or fetched artificially. When the designing request is satisfied, a movable internal mold and a reinforcement cage are taken into and the concrete is poured. The single layer sleeve isthen vibration-drawn out. When the concrete is finally solidified, the movable internal mold is detached and is filled again thereby forming a thin-wall filling pile. The technique increases the construction efficiency for a large scale and avoids the influence of the squeezed earth to the surrounding building, roadway and pipeline and the pollution to the surrounding environment. The vibration and drawing of the pipe can greatly increase the quality of the concrete at the pile shaft. The using of the movable internal mold saves considerable amount of concrete to obtain a maximum structure effect with a least material consumption.

The invention relates to a retaining wall using waste concrete sleepers and its construction method. According to the required height of the retaining wall, if the required height is not greater than the threshold, the whole waste and old sleepers are inserted into the soil body longitudinally and laid along the slope to form a longitudinal retaining wall. The height of the longitudinal retaining wall above the surface of the soil meets the height required by the retaining wall; if the required height is greater than the threshold, it is cut into sleeper blocks, and the sleeper blocks are used to build the mortar foundation and the mortar retaining wall, and the mortar retaining The height of the wall meets the required height. The construction of the retaining wall of the present invention adopts waste concrete sleepers, reduces the use of chipping stones, block stones or concrete materials, achieves the purposes of waste utilization, green energy saving, and reduces project cost. The construction of the retaining wall constructed by the waste concrete sleeper of the present invention is more efficient and fast, and compared with the cast-in-situ concrete retaining wall, the construction time is greatly reduced. Retaining walls of different structures are used according to different needs, which ensures that the strength of the retaining walls meets the requirements and improves the utilization rate of waste concrete sleepers.

The invention provides an extension type manual hole digging pile support structure and a construction method thereof. The extension type manual hole digging pile support structure comprises a steel plate, a bolt, a first connection part and a second connection part, wherein the first connection part and the second connection part are formed on the two opposite sides of the steel plate; the first connection part is provided with a bolt hole, and the second connection part is provided with a sliding groove; the first connection part and the second connection part are overlapped, so that the steel plate is rolled into a round pipe, the bolt hole and the sliding groove correspond in position, the bolt is inserted into the bolt hole and the sliding groove, and accordingly the first connection part and the second connection part are fixedly connected. By means of the extension type manual hole digging pile support structure and the construction method thereof, the operation of continuous excavation and support of artificial piles is achieved, hoisting of a protective barrel is not affected by the small pore diameter of an upper support body after the protective barrel extends, and the protective barrel can be put into a substratum directly; the excavation volume of earthwork is reduced since a support layer is thin.

The invention discloses a pile foundation site construction system and method based on 3D (three dimensional) printing, the system comprises a feeding unit, a driving control unit, a hoisting guiding unit, a printing unit and a pile sinking unit. The construction system and method have the advantages that the superiority of a 3D printing technology can be displayed, are applicable to field fabrication and field construction of an ordinary pile foundation and a special pile foundation; not only can the uniform quality advantage of a precast pile body be reserved, but also can be fabricated and constructed on site directly like a filling pile, no template is needed, no carriage is needed, and except for saving material, resistance force of side friction of the pile body can be remarkably strengthened, construction requirements of the special pile foundation on section form and internal structure and the like can be met precisely.