16 results about "Embedment" patented technology

The present invention relates to a bracket (1) for embedment in a surface of a concrete construction, said bracket comprising: a receiving portion (10) with an opening (12) adapted for receiving a connecting end (52) of a rod (50) when inserted in an insertion direction, and an embedding portion (20) adapted for being embedded in the concrete construction, said embedding portion comprises: a plate (22) configured to be aligned with a surface of the concrete construction when embedded, and one or more embedding protrusions (24) protruding into the concrete acting as barbs when embedded, wherein the opening is accessible for insertion of the rod after embedment. Furthermore, the invention relates to a method for embedding a bracket.

A method of embedding a threaded foundation component in ground with a layer of reactive soil with a combined drilling and driving machine includes: with an automated controller executing a control program, controlling the machine to begin an automated embedment operation to drive a threaded foundation component into a reactive soil; with the automated controller, controlling the machine to decouple a feed rate of the component from a rotary speed rate of the component to cause sheering of the soil around the foundation component by threads of the foundation component; and with the automated controller, controlling the machine to recouple the feed rate of the component to rotary speed rate of the component to reduce sheering of the soil around the foundation component by the threads of the foundation component until a target embedment depth for the foundation component is reached.

1. Name of the designed product: embedded part (VL type double cone). 2. Use of the designed product: embedded part used in building decoration engineering. 3. Design points of the designed product: in shape. 4. Picture or photo best indicating the design points: perspective view.

The utility model discloses a shaped buckle cable embedded part, which belongs to the field of bridge construction equipment and comprises a base and an anchoring pile, the arch base and the anchoring pile are arranged in parallel left and right, a plurality of groups of front anchor embedded holes are arranged on the left sides of the front end and the rear end of the arch base, and a plurality of groups of rear anchor embedded holes are arranged on the right sides of the front end and the rear end of the arch base. A plurality of groups of pre-embedded penetrating pipes are fixedly mounted in the plurality of groups of front anchor pre-embedded holes and the plurality of groups of rear anchor pre-embedded holes; and a plurality of groups of anchoring pre-embedded assemblies are arranged in the anchoring pile. According to the combined design of the multiple sets of embedded penetrating pipes and the anchoring embedded assemblies, a complete system of'smooth force transmission-reliable anchoring 'is formed, the load transmission continuity of the buckle cable from the skewback to the anchoring pile is ensured, the problems of force line disjunction and uneven stress in a traditional distributed design are solved, and stable and reliable support is provided for skewback construction.

This invention provides a method, system, equipment, and medium for calculating the heave stability of a circular shaft structure. The method includes: determining the basic parameters of the circular shaft structure, including the shaft diameter, excavation depth, retaining structure embedment depth, soil cohesion, internal friction angle, soil weight, and uniformly distributed ground load; calculating the bearing capacity coefficient and its susceptibility based on the basic parameters; dividing the sliding soil at the bottom of the circular shaft structure into a Rankine active zone, a Rankine passive zone, and a transition zone, and determining the geometric parameters of these zones; determining the external influence width based on the basic parameters and geometric parameters; and calculating the heave safety factor of the circular shaft pit using a formula based on the basic parameters, bearing capacity coefficient, and external influence width. This invention can determine the heave safety factor of a circular shaft pit, and the determined safety factor better reflects the actual situation.

The invention provides an arch dam body build-in depth design evaluation method and device, and the method comprises the steps: obtaining the engineering geological conditions of a dam region; obtaining at least two build-in depth design schemes based on the engineering geological conditions; performing design parameter comparative analysis on the at least two build-in depth design schemes to obtain a comparative analysis result; wherein the design parameters comprise at least one of built-in depth, rock mass quality, shape parameters, dam body stress, water thrust, finite element analysis results and anti-sliding stability parameters; and obtaining an optimal build-in depth design scheme from the at least two build-in depth design schemes based on the comparative analysis result. According to the technical scheme of the invention, accurate evaluation of the built-in depth design of the arch dam can be realized.

The utility model discloses a liftable construction fence stand column structure, and belongs to the technical field of building construction fence facilities. The device comprises a foundation embedded part, a plurality of stand column steel pipes, a stand column lifting adjusting mechanism and a limiting mechanism. The height of the stand column steel pipes is adjusted through the stand column lifting adjusting mechanism, the upper stand column steel pipe and the lower stand column steel pipe are fixed through the limiting assemblies, fence installation and height adjustment are achieved, the steel pipes, the bolts, the screws, the springs and the steel plates serve as main materials, and a stable whole is formed through welding, bolting and plug pin connection. And the device has the characteristics of being adjustable in height, modularized, easy to mount and dismount, convenient to assemble, high in turnover and high in safety and stability, and the mounting and dismounting procedures and the dismounting and changing difficulty are greatly reduced.

A method of embedding a threaded foundation component in ground with a layer of reactive soil with a combined drilling and driving machine includes: with an automated controller executing a control program, controlling the machine to begin an automated embedment operation to drive a threaded foundation component into a reactive soil; with the automated controller, controlling the machine to decouple a feed rate of the component from a rotary speed rate of the component to cause sheering of the soil around the foundation component by threads of the foundation component; and with the automated controller, controlling the machine to recouple the feed rate of the component to rotary speed rate of the component to reduce sheering of the soil around the foundation component by the threads of the foundation component until a target embedment depth for the foundation component is reached.

The utility model relates to damper embedded part technical field, concretely for a kind of positioning installation auxiliary device for damper embedded part, including positioning fixed component and bottom fixed component, the positioning fixed component is by connecting rod, threaded hole, first bolt, cushion block and second bolt constitute, the surface of connecting rod is equipped with threaded hole, the inner wall of connecting rod is provided with cushion block.The positioning installation auxiliary device for damper embedded part, through the setting of positioning fixed component, when using, put cushion block into connecting rod inside, rotate first bolt and can pass through threaded hole and fix cushion block, cushion block is used to support damper embedded part bottom end, can be fixed in the top of cushion block by rotating second bolt damper embedded part, can be positioned according to the position of damper embedded part, adjust the position of cushion block in the inner wall of connecting rod, to adjust different position installation damper embedded part and guarantee the stability of damper embedded part after installation.

This invention discloses a diagnostic and reinforcement method and system for rotary kiln foundation pile foundations, relating to the field of rotary kiln testing technology. The method includes: acquiring vibration data; determining whether the vibration originates from structural damage to the foundation based on the correlation between the vibration data and the rotary kiln's rotation frequency; if so, scanning all engineering piles to determine the defect type, location, and loss depth range of each pile; determining the critical depth at which each pile can still provide effective embedment under its current state based on the defect information, and assessing the overall remaining horizontal bearing capacity and flexural bearing capacity; and reinforcing based on the assessment results. The reinforcement system includes an integral composite pile cap consisting of an existing pile cap and a newly constructed, deepened pile cap, as well as multiple newly added pile foundations installed on the newly constructed, deepened pile cap. This invention solves the technical problems of poor reinforcement effects and the tendency to fall into a vicious cycle of "repeated damage and repeated reinforcement" in existing technologies through precise diagnosis, quantitative assessment, and optimized reinforcement, achieving permanent and reliable foundation reinforcement.

The utility model provides a height-adjustable embedded part, which relates to the technical field of building construction, and comprises a steel plate and an anchor rod, the bottom of the steel plate is fixedly connected with a sleeve, the top of the anchor rod is provided with a groove, the top end of the outer wall of the anchor rod is fixedly connected with a limiting block, the top of the anchor rod is provided with an adjusting plate, and the adjusting plate is fixedly connected with the sleeve. A threaded rod is movably installed in the groove, the top of the threaded rod is fixedly connected with a limiting gasket, the top of the limiting gasket is fixedly connected with a fixing screw rod, the limiting gasket can support the adjusting plate, and the positions of the threaded rod and the limiting gasket are adjusted by rotating the anchor rod, so that the height of the adjusting plate is adjusted; and the periphery of the adjusting plate is connected to the surfaces of the fixing screws in a sleeving mode, the nuts are installed on the surfaces of the fixing screws to install and fix the adjusting plate, the adjusting plate can be detached by taking down the nuts, and the adjusting plate can be conveniently installed and replaced.

A method for measuring the embedment depth of proppant in hydraulic fractures of original reservoirs belongs to the field of oil and gas field development technology. By selecting rock blocks containing hydraulic fractures, rock samples with similar lithology and fracture morphology are prepared as test samples and control samples. Propane is laid on the fracture surface of the test samples, and the samples are fixed using heat-shrink tubing. Both types of samples are placed in a mechanical testing machine and tested under the same conditions. The load-displacement curves of the two samples are recorded. The displacement value of the test sample during loading and unloading is subtracted from the displacement value of the control sample to obtain the total elasto-plastic deformation value and the elastic deformation value during proppant embedding. The difference between the two is the plastic deformation value, i.e., the proppant embedment depth. This method can accurately reflect the characteristics of original hydraulic fractures in reservoirs, effectively eliminate the interference of sample deformation, is simple to operate, and has strong applicability, providing a quantitative basis for the selection of hydraulic fracturing proppant and the optimization of construction parameters.

An assembly for a truss foundation embedment and installation machine. The machine mast has a rotary driver, target assembly, and a truss component holder. After a pair of foundation components are embedded, the truss component holder is moved to an orientation location that aligns the rotational axis of a specific tracker bearing with respect to a work point of the truss foundation. A truss cap is placed on the truss component holder and held in place while upper leg sections are sleeved over the truss cap and down onto the embedded foundation components. A hydraulic crimper is used to crimp the portions of each upper leg section that overlap with the truss cap and the embedded foundation components to unify the truss foundation.

The utility model belongs to the technical field of tower crane balance bases, and particularly relates to a tower crane embedded adjustable balance base which comprises a soil foundation layer, a supporting and limiting bedplate detachably installed on the top surface of the soil foundation layer, and a tower crane base movably connected to the outer side surfaces of the soil foundation layer and the supporting and limiting bedplate in a sleeving mode. The bottom frame is fixedly installed on the top surface of the tower crane base in a threaded mode, a limiting groove is formed in the top surface of the supporting and limiting table plate, and a hydraulic rod is arranged on the surface, close to the bottom frame, of the supporting and limiting table plate. According to the utility model, the limiting bedplate is fixedly supported along the peripheral edge position of the entrance of the deep pit, the L-shaped limiting sleeve shell is sleeved on the surface of the butt-joint limiting block on the outer side surface of the limiting groove, the positions of the four groups of limiting grooves are limited, and the tower crane base is suspended and placed in the deep pit by using a crane; and the hydraulic rods are matched to extend and push the attaching anti-skid plates, and the four attaching anti-skid plates can be attached to the peripheral wall face of the tower crane base.

The invention relates to the technical field of bridge construction, in particular to a bracket small box girder and a top plate windowing type prefabricating method thereof. A corbel small box girder comprises a bottom plate, a web plate, a top plate and a lifting wing, the position, close to the end of the girder, of the bottom plate is concaved upwards to form a corbel type cavity structure, and a support embedded part matched with a lower supporting structure is arranged at the bottom of a corbel. A solid structure is arranged above the position where the bracket is located, the thickness of the solid structure at the position of the bracket is larger than the thickness of the top plate and the thickness of the cantilever wing, an inner cavity of the small bracket box girder is divided into a large-diameter section and a small-diameter section, and the end of the small bracket box girder is of a closed reinforced concrete structure. The upper portion of the position where the bracket is located is arranged to be of a solid structure, the solid structure is thickened, so that the strength of the position is improved conveniently, and the bracket can bear large torque conveniently when matched with the bracket. The problem that in the prior art, the size arrangement of the box girder is limited due to the same section of the inner mold, and the installation difficulty of the box girder is increased is solved.

This invention discloses a construction method for pre-embedding and positioning anchor bolts for large vertical tower foundations. It employs a combined positioning and reinforcement system integrating "reference center positioning, dual-control positioning using fixed radius and fixed chord length, and a double-constraint support system," effectively solving common technical challenges in the industry such as the large number, large diameter, deep embedment, easy displacement during casting, difficulty in controlling pre-embedding accuracy, high rework rate, and low construction efficiency of anchor bolts in large industrial towers. This method achieves high-precision positioning, high-stability fixing, and one-time pre-embedding of anchor bolts, ensuring that the spacing between adjacent bolts, circumferential coaxiality, concentricity, and verticality meet high-precision installation requirements. The measured accuracy indicators in engineering projects are: axis deviation ≤ 2mm, adjacent bolt spacing deviation ≤ 2mm, elevation deviation 0~+3mm, verticality deviation ≤ L / 450, and coaxiality and concentricity deviation ≤ 2mm.