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12 results about "Tilt up" patented technology
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Tilt-up, tilt-slab or tilt-wall is a type of building and a construction technique using concrete. Though it is a cost-effective technique with a shorter completion time, poor performance in earthquakes has mandated significant seismic retrofit requirements in older buildings.
Wall-Cladding System
The invention concerns a wall-cladding system using brick slips (10). A carrier (12) is to be secured to a wall and the brick slips (10) are mounted on the carrier (12) which has a back member (14) having a front (16), a back (18), a top (20) and a bottom (22), the back 5 member (14) being securable to the wall with its back (18) against the wall, a finger (28) which projects from the front (16) of the back member (14) and which has an upwardly facing surface (34) which is upwardly inclined in the direction from back to front, a locating feature (34) on the front (16) of the back member (14). The brick slip has a front face (38), a rear face (40), and a channel (52) in the rear face (40), the channel 10 (52) having a downwardly facing surface (54) which is inclined downwardly in the direction from the front face (38) toward the rear face (40). The brick slip (10) is to be received on the carrier (12) with its rear face (40) against the front (16) of the carrier (12) and the finger (28) inside the channel (52) with the upwardly facing surface (34) of the finger (28) against the downwardly facing surface (54) of the channel (52). The locating feature (34) 15 of the carrier (12) engages with a complementary feature of the brick slip (10) to prevent the brick slip (10) from moving upwardly and so to lock the brick slip (10) in place on the carrier (12).
Owner:COATINGS LTD
Structure of an inclined platform and method for adjusting the installation angle of a heavy equipment crane on an inclined platform
To provide a structure for an inclined platform and a method for adjusting the installation angle of a heavy equipment crane on an inclined platform, which allows a heavy equipment crane to be installed in a stable, horizontal position at the foremost part of the inclined platform using a simple angle adjustment mechanism. [Solution] In an inclined platform 20 having an upward slope in the direction of the bridge axis, which has a rear ramp section 20a adjacent to the bridge axis direction and a front installation section 20b located above the rear ramp section 20a, the front installation section 20b is equipped with a suspension frame 30 that can accommodate the traveling body 11 of a heavy machinery crane 10, and multiple covering plates 22 that can be interchanged. When the suspension frame 30 is installed in the front installation section 20b, the heavy machinery crane 10 can be installed horizontally by driving the heavy machinery crane 10 onto the horizontal floor 32 of the suspension frame 30.
Owner:HIROSE & CO LTD
Slab-like body support structure
Owner:DAIWA HOUSE INDUSTRY CO LTD
Flexible joint
Owner:SEIBU POLYMER CORP
Work machine
PCT designated stageWO2026126745A1Soil-shifting machines/dredgersLoading-carrying vehicle superstructuresFixed frameMachine
A shovel 100 comprises a body portion 1 including at least a work implement 10, and a tilt floor 7 disposed on the body portion 1, wherein the tilt floor 7 is configured to be capable of tilting up and tilting down with respect to the body portion 1. The shovel 100 comprises: a torsion bar 9 comprising a linear portion 9a that generates a torsional force, a movable end 9b that extends from one end of the linear portion 9a and is rotatable to tilt up the tilt floor 7 by the torsional force, and a fixed end 9c that extends from the other end of the linear portion 9a and is fixed to a fixed frame 12 with which the body portion 1 is provided; and a fixed end position adjustment mechanism 20a configured to be capable of adjusting the position of the fixed end 9c of the torsion bar 9 in a direction intersecting the longitudinal direction of the linear portion 9a of the torsion bar 9.
Owner:KOMATSU LTD
Modular structural louver and methods of use
Disclosed are methods and apparatus for providing pre-assembled modular structural louvered systems that include structural supports and louvers, and may also include dampers, actuators and wiring in pre-assembled modules that may be transported to a building site, tilted up into place, and installed. Embodiments of the present invention also provide methods and apparatus for providing pre-assembled modular structural louvered systems which include integrated vertical and horizontal structural supports, allowing for the elimination of some vertical and horizontal wall structures in a building by relying on the structural support provided in the modular louvered systems, thereby making more space available in the building for louvers and airflow.
Owner:SPAN CONSTR & ENG INC
Modular structural louver and methods of use
Disclosed are methods and apparatus for providing pre-assembled modular structural louvered systems that include structural supports and louvers, and may also include dampers, actuators and wiring in pre-assembled modules that may be transported to a building site, tilted up into place, and installed. Embodiments of the present invention also provide methods and apparatus for providing pre-assembled modular structural louvered systems which include integrated vertical and horizontal structural supports, allowing for the elimination of some vertical and horizontal wall structures in a building by relying on the structural support provided in the modular louvered systems, thereby making more space available in the building for louvers and airflow.
Owner:SPAN CONSTR & ENG INC
Anchor base for wall-connecting components for scaffolding
This product is an anchor base for a scaffolding wall tie member that secures a scaffolding wall tie member that supports a support column of a temporary scaffold to the exterior wall of a building. As shown in the reference front and plan views showing the usage state, a bolt is inserted and tightened into a hole in the base body to secure the base to the exterior wall. The male threads of the wall tie member are screwed into the female threads of nuts on both ends of the base that are inclined diagonally upward in a direction intersecting the installation direction, and the temporary scaffolding support column is fastened by a fastener at the tip of the wall tie member. As shown in the reference views, the wall tie member secures the support column in a triangular shape with the base as the base. Therefore, even if an assembled scaffold is subjected to a lateral force, for example, due to an unexpected strong wind, the support column can be supported more firmly than with a single wall tie member in a conventional support method, thereby contributing to preventing accidents such as scaffold collapse.
Owner:SYUKOGUMI CO LTD
Scaffold structure for high and steep slope protection engineering construction
ActiveCN223061981UScaffold accessoriesBuilding support scaffoldsArchitectural engineeringSteep slope
The utility model discloses a high and steep slope protection engineering construction scaffold structure, and relates to the technical field of construction scaffolds.The high and steep slope protection engineering construction scaffold structure comprises an overhanging platform, and the overhanging platform is fixed to a slope; the first steel anchor pipe is obliquely fixed to the side slope with the gradient larger than 55 degrees so that the section, extending out of the side slope, of the first steel anchor pipe can incline upwards, and the first steel anchor pipe is vertically fixed to the side slope with the gradient smaller than 55 degrees; a vertical rod of the frame body is supported on the cantilever platform, and the bottom of the vertical rod, close to the slope, of the frame body is connected with the first steel anchor pipe. The overall structure of the frame body is supported through the cantilever platform, and the vertical rods, close to the slope, on the frame body cannot be supported on the cantilever platform, so that the first steel anchor pipes are installed on the slope, the first steel anchor pipes are connected with the bottoms of the vertical rods of the frame body, and connection between the frame body and the slope is achieved; the scaffold structure can be erected on an abrupt slope and is better in stability and safety.
Owner:CCCC SHEC DONGMENG ENG CO LTD
Foundation cast-in-place pile
The utility model relates to the technical field of civil engineering, in particular to a foundation cast-in-place pile. Comprising a pile body, a reinforcement cage is placed in the pile body, the reinforcement cage comprises a plurality of vertical ribs evenly distributed in the circumferential direction and a plurality of sleeve ribs evenly distributed in the axial direction of the pile body, the vertical ribs are fixed in the sleeve ribs, each sleeve rib comprises a ring part, a lower hook part is machined at the first end of each ring part, and an upper hook part is machined at the second end of each ring part; the upper hook part and the lower hook part are fixedly connected to form a hooking part, one of the vertical ribs in the sleeve rib penetrates through the hooking part, an inclined part is machined at the free end of the upper hook part, and the end, away from the upper hook part, of the inclined part inclines upwards. According to the foundation cast-in-place pile, the end, away from the upper hook part, of the inclined part makes contact with the inner edge of the pile body, the end, away from the upper hook part, of the inclined part makes contact with the inner edge of the pile body, a reinforcement cage can be prevented from moving upwards in the pile body, and therefore the situation that the reinforcement cage is dragged to float upwards in the process of pouring concrete into the pile body can be avoided.
Owner:SINOPEC OILFIELD SERVICE CORPORATION +1
Top plate support for cast-in-place of box girder
The utility model provides a top plate support for cast-in-place of a box girder. The top plate support solves the problem that a support is uneven in stress in the cast-in-place construction process of the box girder at present. Comprising a first connecting piece and a web arranged on the box girder. The second connecting piece is arranged on a web plate of the box girder; one end of the supporting rod is connected with the first connecting piece; one end of the inclined supporting rod is connected with the supporting rod, the other end of the inclined supporting rod is connected with the second connecting piece, and the length of the inclined supporting rod is adjustable. The stress state of the supporting system can be finely adjusted in real time by adjusting the length of the inclined supporting rod, when it is found that a certain part has the sinking trend, the inclined supporting rod is properly adjusted to be long to enable the supporting rod to incline upwards, the certain part is prevented from sinking, then the stability of the box girder top plate supporting system is maintained, and the construction safety and the top plate pouring quality of a box girder are guaranteed.
Owner:ZHEJIANG LIDAO SHIP EQUIP CO LTD
Self-adaptive track system for high-altitude sliding of large-span steel truss corridor and construction method
The invention belongs to the technical field of high-altitude slippage, and discloses a self-adaptive track system for high-altitude slippage of a large-span steel truss corridor and a construction method.The self-adaptive track system comprises a large-span steel truss corridor track. The gravity of an object sliding on the large-span steel truss corridor track can be preliminarily buffered, then when the object is located on one side of the large-span steel truss corridor track, the gravity can be concentrated on one side, the gravity on the side can be transmitted to one side of the correction balance mechanism, one side of the correction balance mechanism sinks, and therefore the correction balance mechanism can be corrected. And then the correction balance mechanism on the other side tilts to apply pressure to the other side, the pressure borne by the whole large-span steel truss corridor track can be slowly balanced and uniform through pressure transmission changes, finally the situation that the large-span steel truss corridor track is reduced due to concentrated pressure is avoided, and the stable sliding effect is kept.
Owner:CCCC FOURTH HIGHWAY ENG CO LTD