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175results about How to "Guaranteed normal displacement" patented technology

Subdivided unequal-strength grouting reinforcement method adapted to tunnel construction close to building

The invention relates to a zonal unequal-strength grouting reinforcement method suitable for the construction of a tunnel adjacent to a building. The method determines the range of the grouting reinforcement area according to the positional relationship between the tunnel and the building; and divides the grouting reinforcement area; Before the tunnel is excavated to the position close to the building, drill holes in the ground between the tunnel and the building and arrange multiple settlement monitoring points at the bottom of the building foundation; carry out unequal-strength grouting in the grouting reinforcement area and strengthen it in different areas ; After the grouting is completed, the excavation construction of the tunnel passing through the building is carried out, and the settlement monitoring point at the bottom of the building foundation is monitored in real time, and it is determined whether to carry out reinforcement grouting in the grouting reinforcement area according to the monitoring results; After the tunnel excavation is completed and the secondary lining is applied, the final effect of the sub-area grouting reinforcement of the tunnel adjacent to the construction of the building is judged by extracting the settlement data of the settlement monitoring points. The invention ensures uniform settlement and coordinated deformation of buildings during tunnel construction, and reduces reinforcement costs.
Owner:BEIJING MUNICIPAL CONSTR

Piezoelectric driving mutual shielding electrode micro electric field sensor

The invention discloses a piezoelectric driving mutual shielding electrode micro electric field sensor; the micro electric field sensor mainly comprises a substrate, a fixed electrode, a movable electrode, a supporting column, an elastic beam, an insulating layer and a driving structure, wherein the movable electrode and the fixed electrode forming the sensor sensitive structure are located on thesame plane when the movable electrode and the fixed electrode are in a static state, and the movable electrode and the fixed electrode are both sensing electrodes and are mutually shielding electrodes; the driving structure composed of the driving electrode and the piezoelectric layer drives the movable electrode to move, so that the relative position of the fixed electrode and the movable electrode is changed; and the driving structure is located outside the sensing electrodes, and the driving signals have low interference to signals on the sensing electrodes. The electric field sensor can realize low-voltage driving, is beneficial for reducing coupling interference and improving the signal-to-noise ratio of the sensor. Through the arrangement of the mutual shielding electrodes, the sensing efficiency of the sensitive structure can be improved, and the resolution and sensitivity of the sensors can be improved. The electric field sensor further has the characteristics of being miniaturized, simple in structure, and convenient to integrate, batch production and the like.
Owner:INST OF ELECTRONICS CHINESE ACAD OF SCI +1

Preheating control method for multi-split air conditioner compressor and multi-split device

The invention provides a preheating control method for a multi-split air conditioner compressor and a multi-split device, and relates to the technical field of air conditioners. The preheating controlmethod for the multi-split air conditioner compressor comprises the steps that a starting-up command of a multi-split air conditioner is obtained; whether the preheating starting-up condition of thecompressor is met or not is judged according to the environment temperature and the initial operation parameter of the compressor; if yes, a preheating pipeline of the compressor is started; whether the preheating exit condition of the compressor is met or not is judged according to the real-time operation parameter of the compressor; and if yes, the preheating pipeline of the compressor is closed. According to the preheating control method for the multi-split air conditioner compressor, the exhaust side and the air suction side of the compressor are connected through the preheating pipeline,so that high-temperature refrigerants exhausted by the compressor directly enter the compressor to be subjected to secondary compressor to achieve the preheating purpose of the compressor, separationof the refrigerants and lubrication oil in an oil pool of the compressor is promoted accordingly, and the situation that the refrigerants take the lubrication oil away when evaporating and the compressor is damaged is avoided.
Owner:NINGBO AUX ELECTRIC

Intelligent control system for arch bridge erection and control method thereof

The invention discloses an intelligent control system for arch bridge erection and a control method thereof, and belongs to the technical field of arch bridge erection. The intelligent control system for arch bridge erection comprises stayed buckle cables on an arch rib, intelligent jacks, intelligent pump stations and a control cabinet, wherein the intelligent jacks are arranged on the two sides of the arch rib and connected with the stretching ends of the stayed buckle cables, the intelligent pump stations are connected with the intelligent jacks, and the control cabinet is connected with the intelligent pump stations; a stress measurement system and a displacement measurement system are arranged in the control cabinet and both connected with the intelligent pump stations; strain sensors are arranged in the arch rib and connected with the stress measurement system in the control cabinet. By means of the intelligent control system for arch bridge erection and the control method thereof, in the concrete pouring process of the arch rib of an arch bridge, arch rib deformation and stress can be intelligently controlled along with different time periods of poured concrete loading, it is ensured that the displacement of the arch crown is within a reasonable range, the instantaneous stress of steel tubes does not exceed the standard, and a reasonable initial line form is formed.
Owner:GUANGXI ROAD & BRIDGE ENG GRP CO LTD +1

Connection node structure of fair-faced concrete prefabrication exterior wall hanging plates

The invention discloses a connection node structure of fair-faced concrete prefabrication exterior wall hanging plates. The connection node structure comprises first connection angle iron, second connection angle iron and a support bolt; the first connection angle iron is fixed with an embedded base in a main body frame structure in a welding mode, the first connection angle iron and the second connection angle iron are each provided with a long-strip-shaped through hole, the support bolt is arranged on the first connection angle iron and used for supporting a lower bracket of the upper exterior wall hanging plates located above the support bolt, the first connection angle iron is fixedly connected with the second connection angle iron through a first connecting bolt, and the horizontal edge of the second connection angle iron is fixed with an embedded nut located in an upper bracket of the lower exterior wall hanging plate located below the second connection angle iron through a second connecting bolt. According to the connection node structure of the fair-faced concrete prefabrication exterior wall hanging plates, connection is convenient, and a certain displacement can be generated in the up and down direction and the left and right direction to prevent the exterior wall hanging plates from being damaged and disengaged when the connection node structure bears too large loads.
Owner:THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU

Laying method for large-aperture water draining pipeline parallel to upper part of existing metro tunnel structure

InactiveCN105672450AReduced excavation spaceSmall footprintSewer pipelinesGlass fiberPurlin
The invention discloses a method for laying a large-diameter drainage pipe parallel to the upper part of an existing subway tunnel structure, which comprises the following steps: step 1, using a mixture of cement and water glass to reinforce the bottom of the trench through a layered grouting process Processing; step 2, construction and support of Larsen steel sheet piles; using Larsen steel sheet piles as enclosure piles; step 3, excavating and setting steel supports and steel purlins, steel supports are fixedly connected with Larsen steel sheet piles through section steel; steps 4. Dig to the bottom of the foundation pit and tamp the pipeline foundation; step 5. Lay glass fiber reinforced plastic sand-filled large-diameter pipelines on the pipeline foundation, and construct the main structure. After the main structure reaches the design strength, it will be backfilled from bottom to top until Backfill to the design ground level; step 6, pull out the Larsen steel sheet pile, and fill the gap after the Larsen steel sheet pile or steel purlin is pulled out. The invention has fast construction speed and can ensure that the displacement of the top of the surrounding protection pile and the settlement of the surrounding ground are within an acceptable range during the excavation of the foundation pit.
Owner:SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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