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44results about How to "Good construction stability" patented technology

Jelly-paraffin-containing phase transition energy storage perlite and self-temperature-adjustment phase transition mortar

InactiveCN108046635ASolve the phenomenon of seepageReduce leakageParaffin waxMaterials science
The invention discloses jelly-paraffin-containing phase transition energy storage perlite and self-temperature-adjustment phase transition mortar which is a new building material and is applied to self-temperature-adjustment mortar. In the phase transition energy storage perlite, expanded pitchstone and expanded perlite are taken as a carrier for a shell, phase transition paraffin is taken as an energy storage material and exists in a jelly paraffin form, and an inorganic silica-alumina compound layer coats a core. The jelly phase transition perlite is taken as a temperature-adjustment energystorage/releasing material and is mixed with cement, opal shale powder, yellow sand and water at a ratio to prepare self-temperature-adjustment phase transition mortar. Jelly paraffin technology and opal shale powder are adopted to prevent the phenomenon that liquid paraffin exudes in a solid-liquid phase transition process of phase transition paraffin and to overcome the problem that phase transition mortar is complex in preparation technology. The enthalpy value of the self-temperature-adjustment phase transition mortar is more than 500 KJ/m<2>. The mortar is of an A fireproof grade, can beapplied to building interior walls, interior walls and grounds of vegetable greenhouses and livestock pens, and can be applied to fermenting tanks and aquatic product culture.
Owner:SHANGHAI LIULI NANO MATERIAL SCI & TECH

Shield tunnel prefabricated mid-partition mounting device

InactiveCN112761664AImprove construction qualityLow skill requirements for construction operationsUnderground chambersTunnel liningHydraulic motorArchitectural engineering
The invention discloses a shield tunnel prefabricated mid-partition mounting device. The shield tunnel prefabricated mid-partition mounting device comprises a main frame assembly, a mounting trolley assembly and a grabbing assembly, wherein one side of a mounting seat in the grabbing assembly is placed on a cylinder rod of a transverse adjusting oil cylinder; a connecting hinged support is arranged in the middle of the other side of the mounting seat; fine-adjustment hinged supports are separately arranged on the mounting seat and on two sides of the connecting hinged support; a rotary hydraulic motor mounting seat is fixedly hinged to the connecting hinged support; a rotary hydraulic motor is placed on the rotary hydraulic motor mounting seat; fine-adjustment oil cylinders are separately mounted on the fine-adjustment hinged supports on two sides of the connecting hinged support in a hinged manner; and the other ends of the fine-adjustment oil cylinders are fixedly hinged to the fine-adjustment hinged supports on two sides of the rotary hydraulic motor mounting seat. Various properties of a mechanical structure of the shield tunnel prefabricated mid-partition mounting device meet requirements of a construction site; and compared with a traditional construction mode, the shield tunnel prefabricated mid-partition mounting device has the advantages that the construction period can be greatly shortened, the construction stability is good, controllability of a construction process is high, the construction quality of a prefabricated mid-partition is improved effectively, and requirements on construction operation skills of workers are low.
Owner:CHINA RAILWAY TUNNEL GROUP CO LTD +1

Fully prestressed concrete solidly hammered picket-free square pile

The invention discloses a fully prestressed concrete solidly hammered picket-free square pile, relating to the field of construction and building materials. The fully prestressed concrete solidly hammered picket-free square pile comprises a pile body, wherein the pile body is wound with prestressed main reinforcements by virtue of a spiral stirrup, the spiral stirrup is bound and connected with the junction of the main reinforcements at intervals; the end part of the fully prestressed concrete solidly hammered picket-free square pile is provided with a reinforcing rib; and the fully prestressed concrete solidly hammered picket-free square pile is obtained by adopting one piece casting of concrete. The end part of the square pile is additionally provided with a reinforcing rib, a supporting layer can be easily reached when the pile is sunk, the completeness of the pile body and end resistance are high, and the vertical bearing capacity of a single pile is improved. Besides, the square pile adopts a solid picket-free concrete structure, the construction stability of the square pile is higher, and the structural and mechanical performances of the square pile can meet the design requirements, thus being beneficial to field operation.
Owner:DALIAN GREAT GOLDEN HORSE INFRASTRUCTURE

Method for removing floating slurry at pile head of cast-in-place pile

The invention relates to a method for removing floating slurry at a pile head of a cast-in-place pile, and belongs to the technical field of cast-in-place pile construction. The method comprises the steps that firstly a pile hole is drilled, then a pile steel bar is placed into the pile hole, concrete is poured to the file hole to form a pile body, and meanwhile, mud and floating slurry of concrete are formed at the upper part of the pile hole; then a floating frame assembly fixedly provided with a slurry discharge pipe and a high-pressure gas supply pipe is placed into the pile hole, specifically, the lower ends of the slurry discharge pipe and the high-pressure gas supply pipe are immersed in the floating slurry; the floating frame assembly is suspended on the floating slurry through a plurality of floating balls at the lower end of a positioning underframe of the slurry discharge pipe until the floating frame assembly is in contact with the pile steel bar for induction limiting, andmeanwhile, the floating frame assembly is guided to move by a stable guide wheel assembly; and finally an air compressor, connected with the high-pressure gas supply pipe, on an equipment platform frame is started, and the fluid mud and the floating slurry are discharged to the ground via the slurry discharge pipe by high-pressure gas through the high-pressure gas supply pipe. The method has theadvantages of simple structure, time and labor saving, good construction stability and short period. It is ensured that only the slurry is blown out without taking out useful concrete aggregate.
Owner:浙江宝盛建设集团有限公司

Two-component silane-modified polyether sealing material and preparation method thereof

The invention discloses a bi-component silane modified polyether sealing material and a preparation method thereof. The bi-component silane modified polyether sealing material comprises silane modified polyether, a plasticizer, an incremental filler A, a reinforcing filler, a toner, a thixotropic agent, a light stabilizer, hollow glass microspheres, a cross-linking agent, a coupling agent, an incremental filler B, an organic tin catalyst and a titanium catalyst. According to the bi-component silane modified polyether sealing material, organic tin is partially replaced with the titanium catalyst and is low in content, so that the harm of organic tin can be reduced; the production process is simple, a high temperature dehydration process is omitted, and the cost is low; the external and internal parts of a glue layer are simultaneously cured by virtue of moisture of the glue layer during curing, so that the defects that single-component silane modified polyether sealing glue is cured from outside to inside by virtue of moisture and the dept curing is slow are overcome, and the variation of curing rate along the external environment is small, so that the production efficiency is greatly improved; the bi-component silane modified polyether sealing material has good construction stability and can be widely applied to the fields of buildings, automobiles, locomotives, electric products and the like.
Owner:GUANGZHOU BAIYUN CHEM IND

High-dosage rubber-plastic composite rubber powder modified asphalt and preparation method thereof

The invention discloses high-dosage rubber-plastic composite rubber powder modified asphalt. The high-dosage rubber-plastic composite rubber powder modified asphalt is mainly prepared from the following raw materials in parts by weight: 15-40 parts of rubber-plastic composite rubber powder and 100-200 parts of matrix asphalt, the rubber-plastic composite rubber powder is prepared from 70-90 partsof waste tire rubber powder and 10-30 parts of waste plastic through a double-screw extruder. Accordingly, a corresponding preparation method is established. Researches show that the high-dosage rubber-plastic composite rubber powder modified asphalt which takes high-mixing-amount rubber-plastic composite rubber powder as a main material and takes a small amount of materials as an auxiliary material has good high and low temperature performance, construction stability, elastic recovery performance and storage stability; the process is simple and easy to operate, and continuous large-scale production and preparation can be realized. In addition, the waste tire rubber powder and the waste plastics can be absorbed in large quantities by widely popularizing the method, and huge ecological andeconomic benefits are brought to the social environment.
Owner:GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD

Temporary Anchorage System for Side Steel Box of Long-span Composite Beam Cable-Stayed Bridge

ActiveCN104562944BLevel of resistancePrevent corner displacementCable-stayed bridgeBridge erection/assemblyEngineeringSteel tube
The invention discloses a large span composite beam cable-stayed bridge side steel box temporary anchorage system and mainly solves the problems that the certain overturning torque is produced due to unbalanced load caused by own load, temporary load or unseating condition, and the certain horizontal or longitudinal push force is produced and applied to a main beam due to two-side asymmetric oblique cable tension force or wind load. Load tables are provided with steel tube concrete columns, first temporary supporting seats supporting side steel boxes temporarily are arranged on the steel tube concrete columns, and the unbalanced bending moment caused by own load, cable force or construction load can be resisted during construction; the horizontal force produced during the construction can be resisted through the connection of longitudinal steel baffling blocks connected to the side steel boxes in a bolted manner and rubber blocks of two sides of a cable tower crossbeam; second temporary supporting seats supporting the side steel boxes are arranged on a bridge tower crossbeam, steel tubes are arranged in the side steel boxes vertically, prestressed steel beams penetrate the steel tubes to anchor box girders to the bridge tower crossbeam, and the side steel boxes can be prevented from angular displacement during construction.
Owner:SHANDONG TRAFFIC PLANNING DESIGN INST
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