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415 results about "Cornice" patented technology

In architecture, a cornice (from the Italian cornice meaning "ledge") is generally any horizontal decorative molding that crowns a building or furniture element – the cornice over a door or window, for instance, or the cornice around the top edge of a pedestal or along the top of an interior wall. A simple cornice may be formed just with a crown.

Assembling type telescopic early-warning discharging platform and assembling construction method thereof

InactiveCN106382014AAdjust the overhangSolve problems such as poor operationBuilding material handlingEarly warning systemFloor slab
The invention relates to an assembling type telescopic early-warning discharging platform and an assembling construction method thereof. The platform comprises a fixing part, a telescopic part, a transmission mechanism and an early-warning system, wherein the inner side of the fixing part is anchored to a structural floor slab, and the outer side of the fixing part is movably connected with the telescopic part through the transmission mechanism. The fixing part and the telescopic part are two intelligent wholes, are of a drawer type design, can stretch out and shrink in by virtue of rolling wheels and the transmission mechanism, so as to regulate the stretch-out length of the discharging platform; the discharging platform can easily shrink in or stretch out by virtue of the transmission mechanism, so that the stretch-out length of the discharging platform can be flexibly regulated, and the problem that a tower crane is difficult to operate when site operation conditions are limited, particularly a cornice is formed in an upper part structure is solved; the fixing part and the telescopic part are respectively of an assembling design, and components are connected through bolts, so that the platform is convenient to detach and transport; and by arranging the early-warning system, the tensile force on a steel wire rope is monitored in real time by virtue of a tension sensor, and sound-light alarm is given when the load exceeds a design limiting value, so that the accident is prevented.
Owner:CHINA STATE CONSTRUCTION ENGINEERING CORPORATION +1

High-altitude long-span overhung cornice formwork supporting system and constructing method thereof

The invention provides a high-altitude long-span overhung cornice formwork supporting system. The system comprises an overhung I-shaped steel beam, an overhung I-shaped steel beam fixing hoop, an anchoring ring, a steel wire rope inhaul cable, an operating platform, an overhung structure load-bearing frame, an outer protecting scaffold, a cornice supporting formwork and a secondary unloading assembly, wherein a pull ring, a vertical rod inserting-connection positioning part and steel angles are arranged on the overhung I-shaped steel beam, one end E of the overhung I-shaped steel beam is fixed to an architectural structure plane through the overhung I-shaped steel beam fixing hoop, the other end of the overhung I-shaped steel beam is tensioned with the steel wire rope inhaul cable, the secondary unloading assembly comprises an inclined-supporting steel tube and a pre-buried supporting point steel tube, and the secondary unloading assembly is used for performing secondary unloading on a cornice supporting formwork system. A constructing method of the high-altitude long-span overhung cornice formwork supporting system includes the steps of manufacturing the overhung I-shaped steel beam, arranging the pre-buried part, installing the overhung I-shaped steel beam, setting up the operating platform, the overhung structure load-bearing frame, the outer protecting scaffold and the cornice supporting formwork, installing the inclined-supporting steel tube and the like. The high-altitude long-span overhung cornice formwork supporting system is easy to construct and operate and convenient to detach, the construction period is shortened, and cost is saved.
Owner:CHANGZHOU NO 1 CONSTR GRP

A stage caving mining method with overhanging eaves and bottomless pillars with artificial false roof of steel-concrete structure

The invention relates to a creasing-type sill-pillar-free stage caving stopping method based on a steel structured artificial top. The method comprises the following steps of: dividing an ore body into stages; dividing each stage into sublevels; distributing an upper sublevel stopping tunnel and a lower sublevel stopping tunnel in a rhombic staggered manner; drilling rock, blasting and removing ore from the stopping tunnels; and distributing upward fan-shaped middle-deep holes in the stopping tunnels in a pre-concentrated rock drilling manner to perform back-type stopping under a covered rocklayer, wherein the method is characterized in that: a stage is used as a unit; and an end creasing-type structure is finished in each sublevel of each stage, and the steel structured artificial tops which have the same width as the stopping tunnels are continuously paved on waste stone funnel control points of two rockbottom sublevel stopping access roads of each stage except the rockbottom stage. The sill-pillar-free stage caving stopping method has the advantages that: caved ores can be separated from covered rocks; and during ore discharging, a waste stone funnel can be prevented effectively, so ore loss and depletion can be reduced.
Owner:ANSTEEL GRP MINING CO LTD

Shrink ratio equivalent test model for explosion effect in warship cabin

ActiveCN104568612AMeet the needs of damage effect assessmentReduce manufacturing costStrength propertiesVibration measurementAccelerometer
The invention discloses a shrink ratio equivalent test model for the explosion effect in a warship cabin. The shrink ratio equivalent test model comprises a cabin body, a pressure measurement mounting seat, a pressure measurement assembly, a vibration measurement mounting seat, an accelerometer, a support pillar, a powder charge hole and a locating block; the shrink ratio equivalent test model is mainly characterized in that the cabin body is an enclosed compartment provided with a cornice; the dimensions of all wall plates are determined according to the shrinkage scale of 1 to 4 with the prototype, and the thicknesses of the wall plates are determined according to the shrinkage scale of 1 to 4 and by the similarity criterion formed by material and the thickness of the wall plates; the restraint of an adjacent cabin for a compartment structure is simulated by the support pillar and the cornice of the compartment. The shrink ratio equivalent test model has the remarkable advantages the test model is the shrink ratio equivalent model for the warship cabin, so that the dimension is small, the manufacturing cost is low, and the destroy effect of the test model is basically equivalent to that of the actual ship; therefore, the shrink ratio equivalent test model is suitable for warship target damage effect test and evaluation research.
Owner:XIAN MODERN CHEM RES INST

Finite element modeling method for integral structure of timber construction of ancient building

InactiveCN102323968ASimply and effectively reflect the force characteristicsSpecial data processing applicationsEngineeringElement modeling
The invention discloses a finite element modeling method for an integral structure of a timber construction of an ancient building. The method is characterized by comprising the following steps of: (1) simulating bearing components, such as a beam column and the like, by a beam unit; (2) simulating a cornice through a beam-short column unit; (3) simulating semi-rigid characteristics of the beam column and a column bottom joint through an equivalent (beam) unit; (4) reflecting structure deformation by moving a column frame joint position; (5) selecting wood property of aged material as a model wood property parameter to represent degradation of the wood property; (6) describing degradation degree of mechanical performance of the column frame joint by setting a mechanical performance degradation index; (7) based on a modal parameter model modification theory, solving the degradation index of model joint mechanical performance through a genetic algorithm. The method has the advantage of being capable of forming an integral model capable of representing mechanical characteristics and damage of the ancient timber construction, and solving the defect that the model formed by the existing method cannot roundly reflect the characteristics such as a force transmission path of the cornice, the semi-rigid characteristics of the column frame joint, the degradation of the mechanical performance, and the like. The method provided by the invention needs to be realized with the graphics software AutoCAD, the programming software Fortran and the element finite software (such as ANSYS and ABAQUS and the like).
Owner:陈志勇

Post welding mounting construction method of pseudo-classic architecture element

The invention discloses a method for post-placing, welding, installing and constructing antique building components. The method comprises the following steps: firstly, the main structure is finished, and then the preset special-shaped antique components are welded on the main body structure sequentially, thus finishing the construction of the antique building cornice component. Before the main body is constructed, the components of Chinese peck, arch, rise, and the like, are preset, and then iron pieces are pre-buried. After the main body is constructed or the column strength reaches 75 percent, the components can be installed. When installing, controlling lines are reeled out on the column, the positions of the lines correspond to the components of Chinese peck, arch, rise, and the like, and then the frame body is set up. When installing every layer of the component system of Chinese peck, arch, rise, and the like, a suspension component is hung at the four corners of every layer, and then the lines are pulled through to adjust the positions of other components of the layer. Every component is installed after the levelness and verticality are examined to ensure no mistake. The method has simple processes and can reduce the cost and the construction difficulty, be easy to control the quality, improve the work efficiency and ensure the antique components to be firm and durable.
Owner:SHAANXI CONSTR ENG GRP NO 7 BUILDING ENG

Existing masonry structure using light steel structure direct storey-adding technology and construction method of existing masonry structure

ActiveCN103225422AThe power transmission route is clearReasonable stiffness distributionBuilding repairsBuilding material handlingSocial benefitsLand resources
The invention relates to an existing masonry structure using light steel structure direct storey-adding technology and a construction method the existing masonry structure, and belongs to the field of seismic reinforcement of a structure. The construction method comprises the following steps: firstly, detaching a parapet wall, a cornice and a roof waterproofing layer of the original masonry structure before a storey is directly added onto the masonry structure; secondly, embedding steel bars into roof structural columns, and adding a ring beam, steel bars of a roof overlapped storey, and embedded screw rods in the newly-added ring beam; and thirdly, integrally pouring the steel bars embedded into the roof structural columns, steel bars of the newly-added ring beam, the steel bars of the roof overlapped storey, and the embedded screw rods to effectively joint a new structure and an old structure into a whole. When the concrete strength is higher than 70%, an upper light steel structure is installed. The existing masonry structure is restructured by directly adding a new storey through the light steel structure, the difficulty that people are short of houses at present can be relieved and a lot of land resources in China are saved, with significant economic and social benefits.
Owner:河源市客族装配式建筑有限公司

Light-weight steel structure roof green intelligent snow removing system

The invention discloses a light-weight steel structure roof green intelligent snow removing system. In the snow removing process, when the snow load is about to reach or exceeds the limiting value of the structure design specification, the intelligent sensing early warning can be realized through a sensor, and in addition, a spraying snow removing system can be started to reach the goal of intelligent snow removal. The light-weight steel structure roof green intelligent snow removing system comprises a spraying pipe, a stress sensor and a first collecting groove, wherein the spraying pipe is arranged on a roof and is provided with a plurality of spraying heads, the stress sensor is arranged on a roof purline, the first collecting groove is formed in a cornice opening part at one side of the house roof and is used for collecting snow water, a water tank communicated with the first collecting groove and a water pump used for pumping liquid from the water tank into the spraying pipes are arranged in a house, a salt storage jar connected with the water tank is also arranged in the house, in addition, an electromagnetic valve is also arranged between the salt storage tank and the water tank, a water inlet pipe and a water outlet pipe are arranged on the water tank, a liquid concentration sensor and a heater are also arranged inside the water tank, and a central processing unit is also arranged in the house. The light-weight steel structure roof green intelligent snow removing system has the advantages that the roof snow load can be automatically subjected to snow melting unloading, and meanwhile, the snow water can be circularly utilized.
Owner:XIHUA UNIV

Decoration and heat insulation external building block structural system

The invention discloses a decoration and heat insulation external building block structural system, which is characterized by consisting of eight block types of decoration and heat insulation external building blocks, namely a main block, a half block, an external corner block, an internal corner long main block, an internal corner long half block, an internal corner main block, an internal corner half block and a cornice external block, wherein except the cornice external block, each of the other seven block types is formed by compositing a heat insulation board 1, a concrete protection layer 2 and a decoration surface layer 3; a plurality of vertical dovetail grooves 5 and one horizontal dovetail groove 4 are formed on one large face of the heat insulation board 1, and a sign-shaped groove 6 is formed on the other large face; each edge of the heat insulation board 1 is protruded from the concrete protection layer 2 about 5 millimeters in the horizontal direction and 10 millimeters in the vertical direction; a plurality of concrete protection layers 2 form a dust gap of which the width is about 10 millimeters; anti-cracking mortar is filled in the dust gap; and a plurality of heat insulation boards 1 are connected mutually so as to stop a cold bridge of the building blocks. The decoration and heat insulation external building block structural system has the characteristics that: a decoration effect and a heat insulation effect are integrated, and the heat insulation material and the building have the same service life.
Owner:金立虎

Construction method for prefabrication and reverse installation of cornice concrete decoration members of archaistic building

The invention discloses a construction method for prefabrication and reverse installation of cornice concrete decoration members of an archaistic building. The method includes the steps that 1, the cornice concrete decoration members are prefabricated, specifically, the concrete decoration members in a cornice system of the pseudo-classic building to be constructed are prefabricated correspondingly, a body structure of the pseudo-classic building to be constructed comprises a framework structure and a roof structure, the framework structure comprises load-bearing columns, the cornice system comprises a roof supporting structure and a bracket structure supported between the roof supporting structure and the load-bearing columns; 2, facing treatment is carried out on the cornice concrete decoration members; and 3, the cornice concrete decoration members are subjected to reverse installation, specifically, after construction of the body structure is completed, the cornice concrete decoration members in the cornice system are installed from top to bottom through a reverse installation method. The construction method is simple in step, reasonable in design, easy and convenient to implement and good in using effect; and the cornice concrete decoration members formed in advance are installed from top to bottom, the construction process is simple and convenient to implement, and the construction quality is easily guaranteed.
Owner:陕西建工第三建设集团有限公司
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