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44results about How to "Small headroom" patented technology

Bridge with transverse bearing system

The invention discloses a bridge with a transverse bearing system. The bridge comprises a plurality of foundation piles, pier columns and a bridge deck, wherein the pier columns are arranged on the foundation piles, the bridge deck is arranged on upper sides of the pier columns, a bent cap body is arranged between the pier columns and the bridge deck in the longitudinal direction of the bridge deck, the bridge deck comprises a plurality of transverse element girders, and the transverse element girders are arranged on the bent cap body in the transverse direction of the bridge deck. The bridge with the transverse bearing system has the advantages that the bent cap body is arranged between the pier columns and the bridge deck in the longitudinal direction of the bridge deck, and is positioned at both sides of the existing obstacle, and the number of pier columns and the span diameter of the bent cap body can be freely adjusted according to the obstacle under the bridge and the weight on the bridge deck, so the clearance under the bridge or the ground is effectively saved; and meanwhile, the transverse element girders are arranged on the bent cap body in the transverse direction of the bridge deck, and the moving loads and the dead weight of the bridge decks can be directly borne by the transverse element girders, so the capability of crossing over the obstacle under the bridge or the ground is higher in comparison with the traditional transverse bent cap which firstly bears the longitudinal load of the bridge deck. The bridge with the transverse bearing system is used for the field of bridges.
Owner:GUANGZHOU MUNICIPAL ENG DESIGN & RES INST CO LTD

Construction method for repairing water seepage disease of tunnel lining

ActiveCN103437779BSolve the problem that the lining trolley cannot be used for constructionGuaranteed cohesion fixation effectUnderground chambersDrainageFilling materialsEngineering
The invention discloses a construction method for renovating tunnel lining water seeping damage. The method solves the problem of sealing and blocking quality control of a groove passage and the connection with the lining at two sides in the traditional tunnel lining water seeping damage control process. According to the method, firstly, a trapezoidal groove passage in the annular direction of the tunnel is formed in a water seeping position on the tunnel lining, a guide and discharge pipeline and a reinforcing mesh are arranged in the trapezoidal groove passage, expansion screw bolts used for fixing the reinforcing mesh are arranged on the two side walls of the trapezoidal groove passage, a plurality of lining plates are arranged, sealed and covered on the groove passage, in addition, the concrete is respectively filled into the groove passage in a sequence of the side wall, the arch waist and the arch top, and is compactly vibrated and beaten, and the lining template is removed after the concrete intensity meets the requirements. The method adopting the reinforcing mesh and the lining template for cooperated fixation is adopted, the connection between the filling materials in the groove passage and the lining at the two sides is optimized, the firmness of the filling materials is enhanced, and the falling of the filling materials is effectively prevented. The construction method has the advantage that under the condition of meeting the construction safety, the operation safety of the existing railway is also ensured.
Owner:山西天昇测绘检测工程有限公司

Method for determining the overall utility vehicle deceleration values which can be achieved by actuating wheel brakes, brake system for carrying out the method, and utility vehicle comprising same

The invention relates to a method for determining the overall deceleration values (bmax, bmin), which can be achieved by actuating wheel brakes, of a utility vehicle (6) or a vehicle combination (24)comprising multiple axles (7, 8). The invention further relates to a brake system for carrying out the method and to a utility vehicle or a vehicle combination comprising such a brake system for carrying out the method. The aim of the invention is to determine the currently achievable overall deceleration values (bmax, bmin) for decelerating a utility vehicle or a vehicle combination with multipleaxles during travel. According to the invention, this is achieved in that the brake force is distributed (26) such that brake forces (F1, F2, F3, F4) are distributed unequally to brake units (1, 2, 3, 4) comprising the wheel brakes (10) of one or more axles (7, 8) in order to implement a deceleration request (20) during a partial braking process (27). One of the brake units (1, 2, 3, 4) is selected, and a greater brake force (F2) is applied by said selected brake unit (29) than via the other brake units (1, 3, 4), and a current deceleration b of the utility vehicle (6) or the vehicle combination (24) is measured or ascertained and paired with the respective selected brake unit (29) as the corresponding partial deceleration value (b1, b2, b3, b4) and is stored. The achievable overall deceleration values (bmin, bmax) are determined as the sum (31) of the partial deceleration values (b1, b2, b3, b4) of the brake units (1, 2, 3, 4).
Owner:WABCO GMBH

A radio frequency switch type compact multi-band mobile phone antenna

The invention belongs to the cell phone antenna technology field, and relates to a general compact multi-frequency band cell phone antenna adopting a radio frequency switch. The antenna comprises a grounding plate, a feeding point, a radiation paster, a feeding point part matching, an end part grounding point, an end part grounding point radio frequency switch, an end part grounding point matching, a middle grounding point, and a middle grounding point radio frequency switch. The feeding point is parallely connected with an inductor, and the radiation paster is disposed in a cavity having a rectangular long strip-shaped structure of a side wall of a cell phone housing, and the space of the radiation paster, which is 3mm away from the grounding plate, is the antenna clearance zone. The end part grounding point and the middle grounding point are respectively connected with a radio frequency switch having a single-pole four-throw structure, and branches of the radio frequency switch are connected with inductance structures having different inductance values, and the inductance structures are respectively connected with the grounding plate. The radio frequency switch-type compact multi-frequency band cell phone antenna has advantages of reasonable overall structural design, cell phone space saving, wide frequency band, high efficiency, strong universality, good anti-interference capability, and application environment friendly performance.
Owner:QINGDAO UNIV

Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab

The invention discloses a construction method for a prefabricated perforated type filling module of a ribbed cast-in-place concrete floor slab. The method comprises the following steps of: constructing a template support frame body; arranging a bottom template of the floor slab; binding two-way bottom-row reinforcements on the bottom template; binding bottom-row transverse ribbed beam reinforcements and bottom-row longitudinal ribbed beam reinforcements of ribbed beams on the two-way bottom-row reinforcements, and binding top-row transverse ribbed beam reinforcements and top-row longitudinal ribbed beam reinforcements on the upper parts of the bottom-row transverse ribbed beam reinforcements and the bottom-row longitudinal ribbed beam reinforcements, thereby forming a plurality of squares; placing two high cushion blocks in the first of every two squares; arranging longitudinal bracket reinforcements in each row of squares; arranging a prefabricated filling module in each square; arranging longitudinal anti-floating reinforcements on each prefabricated filling module; binding two-way top-row reinforcements of the floor slab on the longitudinal anti-floating reinforcements; and pouring floor slab concrete. The method is firm in structure, safe and reliable, anti-floating measures are effective, and the self weight of the floor slab is reduced.
Owner:天津住宅集团建设工程总承包有限公司

Loading shuttle car for docking with automatic guiding transport vehicle

The invention belongs to the technical field of logistics equipment, and relates to a loading shuttle car for docking with an automatic guiding transport vehicle. The shuttle car comprises a shuttle car bottom frame movably arranged on a rail, wherein one end, along the length direction, of the shuttle car bottom frame is provided with a driving shaft and the other end of the shuttle car bottom frame is provided with a driven shaft; the driving shaft is driven by a horizontal running motor arranged on the shuttle car bottom frame; the driving shaft and the driven shaft are respectively supported on the rail through traveling wheels; a roller conveyor is arranged on the shuttle car bottom frame; the roller conveyor comprises two rows of conveying roller ways arranged in parallel; driven chain wheels are respectively arranged at mutually close ends of two conveying rollers positioned on the same axis in the two rows of conveying roller ways; a roller conveyor driving motor is arranged outside a frame of the roller conveyor; and an output end of the roller conveyor driving motor is connected with the driving shaft. According to the shuttle car, the corresponding number of docking equipment is reduced, and compared with the clearance size of the docking of prior shuttle cars with the roller conveyors, the requirement for plant clearance is small.
Owner:WUXI ZHONGDING INTEGRATION TECH CO LTD

Method for determining the total deceleration value achievable for commercial vehicles by operating the wheel brakes, braking equipment for implementing the method and commercial vehicles having braking equipment

The invention relates to a method for determining the total deceleration value (b) which can be achieved by actuating the wheel brakes of a commercial vehicle (6) or a vehicle combination (24) having a plurality of axles (7, 8). max , b min )Methods. The invention also relates to a braking device for carrying out the method and a commercial vehicle or a vehicle combination having such a braking device for carrying out the method. In order to determine the currently achievable total deceleration value (b max , b min ), according to the invention, in order to implement the deceleration request (20) in the partial braking (27), the braking unit (1, 2, 3, 4) unevenly distributed braking force (F 1 , F 2 , F 3 , F 4 ) to distribute the braking force (26), wherein one of the braking units (1, 2, 3, 4) is respectively selected and applied by the selected braking unit (29) and applied by the other braking units (1, 3, 4) Compared with larger braking force (F 2 ), wherein the current deceleration b of the commercial vehicle (6) or vehicle combination (24) is measured or known and used as the partial deceleration value (b 1 , b 2 , b 3 , b 4 ) are each assigned to the selected brake unit (29) and saved. The total deceleration value that will be achieved (b min , b max ) is determined as the partial deceleration value (b) of all braking units (1, 2, 3, 4) 1 , b 2 , b 3 , b 4 ) sum (31).
Owner:WABCO GMBH

A transverse bearing system girder bridge

The invention discloses a bridge with a transverse bearing system. The bridge comprises a plurality of foundation piles, pier columns and a bridge deck, wherein the pier columns are arranged on the foundation piles, the bridge deck is arranged on upper sides of the pier columns, a bent cap body is arranged between the pier columns and the bridge deck in the longitudinal direction of the bridge deck, the bridge deck comprises a plurality of transverse element girders, and the transverse element girders are arranged on the bent cap body in the transverse direction of the bridge deck. The bridge with the transverse bearing system has the advantages that the bent cap body is arranged between the pier columns and the bridge deck in the longitudinal direction of the bridge deck, and is positioned at both sides of the existing obstacle, and the number of pier columns and the span diameter of the bent cap body can be freely adjusted according to the obstacle under the bridge and the weight on the bridge deck, so the clearance under the bridge or the ground is effectively saved; and meanwhile, the transverse element girders are arranged on the bent cap body in the transverse direction of the bridge deck, and the moving loads and the dead weight of the bridge decks can be directly borne by the transverse element girders, so the capability of crossing over the obstacle under the bridge or the ground is higher in comparison with the traditional transverse bent cap which firstly bears the longitudinal load of the bridge deck. The bridge with the transverse bearing system is used for the field of bridges.
Owner:GUANGZHOU MUNICIPAL ENG DESIGN & RES INST CO LTD
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