468 results about "Stirrup" patented technology

The invention provides a channel steel positioning frame for a foundation short column steel reinforcement framework, and belongs to the technical field of channel steel positioning frames, the channel steel positioning frame comprises a base frame, each side edge of the base frame is provided with a plurality of limiting units evenly distributed along the side edge, and each limiting unit comprises a mounting seat, a positioning head, an elastic structure, a sliding part and an opening part; a unified control assembly is slidably mounted on the base frame. According to the channel steel positioning frame for the foundation short column steel reinforcement framework, vertical ribs can be stably and accurately limited and fixed, the vertical ribs can be conveniently and rapidly taken and placed, meanwhile, the binding position of stirrups cannot be restrained, the binding quality of the steel reinforcement framework can be improved, and the cost is reduced. And the construction work of a concrete structure can be conveniently carried out in a mode of hoisting to a pouring point along with the steel reinforcement framework, and the efficiency and the quality of concrete construction are comprehensively improved.

The invention provides box girder bottom and web reinforcement cage framework streamlined production equipment, and belongs to the technical field of box girder prefabrication processing. The box girder bottom and web reinforcement cage framework streamlined production equipment comprises a moving seat which is linearly and slidably mounted on the ground, and a longitudinal bar fixing assembly is arranged at one end of a first rail; an automatic welding machine, a tidying mechanism and a stock bin are sequentially arranged on the moving seat in the direction that the moving seat slides away from the longitudinal bar fixing assembly, the stock bin is used for horizontally arranging and placing the combined stirrups, shifting assemblies are further arranged on the moving seat and located on the two sides of the stock bin, and the tidying mechanism is used for fixing the combined stirrups and positioning longitudinal bars; the automatic welding machine is used for welding the joints of the combined stirrups and the longitudinal bars on the arranging mechanism, and a supporting assembly is arranged below the moving seat. The combined stirrups can be taken out of the stock bin through actions of the arranging mechanism and the material stirring machine, then the automatic welding machine is used for welding, the moving seat moves backwards by a certain distance after one round of welding, the next round of welding of the combined stirrups is carried out, and the welding and manufacturing efficiency of a reinforcement cage framework is improved.

The invention discloses a prefabricated welded water-stop steel plate column stirrup column penetrating structure, tool and construction method, and the construction method comprises the following operation steps: step 1, taking a section of water-stop belt steel plate as a column inner plate water-stop belt, and preparing a prefabricated welded water-stop steel plate column stirrup column penetrating tool, the prefabricated welded water stop steel plate column stirrup column penetrating tool comprises a fixing tool and a clamping tool, and a column inner plate water stop belt is fixed to the fixing tool; the invention relates to the technical field of water stop steel plate column penetrating construction, and has the beneficial effects that a column inner plate water stop belt and a multi-bend column stirrup are pre-welded and spliced in a factory through the prefabricated welding water stop steel plate column stirrup column penetrating tool to form a prefabricated assembly; during construction, only the prefabricated assembly needs to be directly sleeved with the longitudinal rib and bound, operation is easy, the construction efficiency is improved, the construction period is shortened, a large amount of welding work does not need to be conducted on a building site, and the safety coefficient is increased.

The utility model belongs to the technical field of T-beam web framework machining, and discloses a T-beam web framework rack car which comprises a base and rack car modules, at least two rack car modules are distributed on the base in the first direction, any rack car module is locked on the base through a locking module, and each rack car module comprises a rack, a positioning mechanism and a clamping mechanism. The clamping mechanism and the positioning mechanism are both arranged on the rack, the clamping mechanism is configured to clamp the two opposite sides of the stirrup in the second direction, and the positioning mechanism is configured to enable the stirrup to be in a vertical state; the first direction and the second direction are horizontal directions perpendicular to each other. According to the T-beam web framework bench car, the number of the bench car modules can be adjusted according to the length of a T-beam web framework, and the application range is wide.

The invention provides a reinforcement cage autonomous manufacturing, transferring and installing device and method, and relates to the field of reinforcement cage manufacturing and installing.The device comprises an integrated crawler-type carrier provided with a material storage bin, the material storage bin comprises a main reinforcement storage area and a stirrup storage area, and a sorting mechanical arm is arranged in the material storage bin; the hydraulic erecting bearing platform comprises a bearing platform frame with the tail end hinged to the integrated crawler-type carrier and a hydraulic system used for driving the bearing platform frame to be overturned to the vertical state. Each gantry crane robot comprises a rectangular-ambulatory-plane frame installed on the bearing platform frame in a sliding mode, a first universal mechanical arm, a second universal mechanical arm and supporting claws, the first universal mechanical arm and the second universal mechanical arm are arranged on the inner walls of the two sides of the rectangular-ambulatory-plane frame and used for grabbing the main reinforcements and the stirrups, the supporting claws are arranged on the other two side walls of the rectangular-ambulatory-plane frame and used for fixing the main reinforcements, and a welding gun is arranged on the first universal mechanical arm; a hydraulic pulley used for driving the hoop reinforcement cage to rotate and advance in the concentric-square-shaped frame is arranged in the concentric-square-shaped frame. The manufacturing, transferring and mounting efficiency of the reinforcement cage can be improved.

The invention relates to the technical field of rectangular reinforcement cage multi-limb stirrup machining, in particular to a rectangular reinforcement cage multi-limb stirrup integrated forming device and method. In the forming device, a bending head bends a reinforcing steel bar according to a preset angle every time, and then a feeding mechanism feeds materials to the downstream by a set length according to set multi-limb stirrup size parameters; the multi-limb stirrup is completely formed by bending one steel bar, so that the integral forming process of the multi-limb stirrup is realized; the integral forming process of the multi-limb stirrup is optimized, and the integral forming efficiency of the multi-limb stirrup is improved. The feeding mechanism and the bending mechanism are matched with each other to achieve integrated bending of the multi-limb stirrup, the welding mechanism is used for achieving forming and fixing of the multi-limb stirrup, the rotating follow-up mechanism is used for achieving real-time supporting in the machining process of the multi-limb stirrup, and through efficient cooperation of the forming device, the integrated forming machining efficiency of the multi-limb stirrup is greatly improved; and the production and manufacturing precision and efficiency of the rectangular steel reinforcement framework can be improved.

The utility model relates to the technical field of reinforcement cage mesh production, and discloses reinforcement cage mesh automatic forming and welding equipment which comprises a rack, a longitudinal bar leading-in mechanism is arranged in the rack, a longitudinal bar avoiding mechanism is arranged on the top of the rack, a stirrup leading-in mechanism is arranged on the front side of the rack, and a stirrup leading-out mechanism is arranged on the back side of the rack. Stirrup forming mechanisms are arranged on the two sides of the interior of the rack, and a welding mechanism is arranged in the middle of the interior of the rack. According to the automatic forming and welding equipment for the reinforcement cage meshes, multiple procedures of forming and welding longitudinal bars and stirrups of a double-layer reinforcement cage are integrated and completed in one equipment, the occupied space is saved, the production efficiency of products is obviously improved, the whole process of straightening, blanking and bending of the reinforcing bars and arrangement of the meshes is mechanized and automatic, all the procedures can be naturally connected, and the production efficiency is improved. In addition, a plurality of servo motors and air cylinders are arranged for control, parameterization management is achieved, and if products need to be switched, only preset parameters need to be switched.

The utility model belongs to the technical field of reinforcing steel bar processing, and discloses welding equipment which comprises a bearing rack, a traction device, a welding rack, a shifting device and a first welding device, the traction device is installed on the bearing rack and can pull a longitudinal bar to move in the first direction, and the shifting device is adjustably arranged on the welding rack in the second direction. The first welding device is installed at the output end of the shifting device, the shifting device can drive the first welding device to move in the third direction, the first direction, the second direction and the third direction are perpendicular in pairs, and the first welding device can weld the stirrups to the longitudinal bars pulled by the traction device one by one. According to the stirrup welding machine, the bearing rack is matched with the traction device, so that longitudinal bars can reliably and accurately step, the shifting device is matched with the first welding device, and the welding requirements of stirrups of various sizes and shapes can be met.

This invention provides a precast steel cage and UHPC formwork for reinforced concrete columns and a construction method thereof. The reinforced concrete column includes a steel cage comprising multiple longitudinal bars and multiple stirrups spaced longitudinally on the longitudinal bars; it also includes multiple transverse bars and multiple UHPC formworks; the stirrups are welded to the longitudinal bars; multiple transverse bars are welded to each stirrup in the same horizontal direction, and the transverse bars on adjacent stirrups are arranged in different directions; the length of the transverse bars is greater than the outer dimension of the stirrups, and both ends of the transverse bars protrude outward to form protruding sections; the UHPC formwork is supported on the outer periphery of the steel cage before initial setting, and the protruding sections are inserted into the UHPC formwork; after the UHPC formwork solidifies, concrete is poured into it; UHPC has many advantages such as high strength, good durability and good impermeability, and using it as a permanent formwork for concrete columns can effectively prevent problems such as cracks and corrosion in the columns; at the same time, the connection between each UHPC formwork is a wet connection, which improves the integrity between the formworks and prevents grout leakage.

The utility model relates to basement outer wall water stop steel plate place exempts from cutting exempts from reinforcing's assembly type stirrup, including upper ellipse hoop, lower ellipse hoop, stand hoop, sleeve, telescopic adjusting lever, round cake shape steel clamp plate, single limb mountain type muscle, water stop steel plate, be provided with many stand hoops between upper ellipse hoop and lower ellipse hoop, the outside of stand hoop is provided with the sleeve, and single limb mountain type muscle is connected with stand hoop through the sleeve, the inside of every stand hoop is provided with telescopic adjusting lever, and the end of telescopic adjusting lever is fixed round cake shape steel clamp plate, water stop steel plate inserts the cavity that upper ellipse hoop, lower ellipse hoop, stand hoop enclose, and round cake shape steel clamp plate is located at both sides of water stop steel plate, and the round cake shape steel clamp plate of water stop steel plate both sides is close to water stop steel plate. The utility model basement outer wall water stop steel plate place stirrup adopts assembly type stirrup structure, can effectively avoid the collision problem of the steel bar of basement outer wall and shear wall edge component or frame column intersection, guarantees water stop effect.

The invention belongs to the technical field of power plant construction, and provides a high-intensity area steel support and frame connecting method and a high-intensity area steel support and frame connecting mechanism. The machined box-shaped steel component is placed at the joint, and a stirrup penetrates through a stirrup hole in a joint plate in the box-shaped steel component; pouring concrete in the reinforced concrete frame; and the support is connected with the gusset plate. In combination with the characteristic of coordinated stress of a steel member and reinforced concrete, a box-type steel pipe is directly pre-embedded into the connecting part of the steel support and the concrete; the rigidity of a connecting part is improved, the number of shear-resistant stirrups in a joint core area is reduced as a rigid domain, compared with a traditional embedded part, stress is more direct, and the shear-resistant and bending-resistant bearing capacity of the concrete member bearing the axial force of the steel inclined strut is improved.

The utility model discloses a prefabricated box girder jig frame which comprises two inclined plates, and placing tables are fixedly connected to the sides, close to each other, of the inclined plates. The mounting block is arranged, specifically, the other side stirrup is placed in the second clamping groove, the moving block is pushed to move the side stirrup to the position with the proper distance, then binding is started, after binding is completed, the clamping plate is pushed towards the front face, the clamping plate is made to be disengaged from the locking groove in the upper portion and enter the sliding block, then the clamping plate is pulled downwards, and the side stirrup is fixed through the sliding block. When the clamping plate moves downwards, the sliding block is driven to move, then the sliding block moves to drive the mounting block to move, the second clamping groove in the mounting block is separated from the side stirrups, the clamping plate is clamped into the locking groove again after the mounting block reaches the bottom, and the distance between the side stirrups is adjusted. And through cooperation of the limiting blocks and the sliding grooves, the possibility that the side stirrups incline when the distance is adjusted is reduced.

The application relates to the technical field of tunnel construction, and discloses a combined segment structure, which comprises a UHPC segment and concrete test blocks, a plurality of concrete test blocks are arranged on the outer side surface of the UHPC segment in sequence along the curvature direction of the UHPC segment, the UHPC segment is provided with main reinforcement and stirrups, the main reinforcement is provided with a plurality of strips along the curvature direction of the UHPC segment, a plurality of stirrups are sequentially sleeved on the plurality of main reinforcement and are connected with the main reinforcement through binding, the concrete test blocks are provided with transverse steel bars and longitudinal steel bars, the transverse steel bars extend to the outside of the concrete test blocks and are overlapped with the stirrups, and the longitudinal steel bars extend to the outside of the concrete test blocks and are overlapped with the main reinforcement. Compared with the prior art, the structure design realizes optimal control of material cost by filling the concrete test blocks in the non-key stress area under the premise of hardly sacrificing the core performance of UHPC materials such as strength, durability and stress condition, and effectively eliminates the core economic obstacle in the popularization process of the UHPC shield segment.

The application discloses a stirrup steel capable of adjusting the distance between steels and a method for adjusting the distance between steels, and belongs to the field of building construction. The stirrup steel capable of adjusting the distance between steels comprises a horizontal rod for supporting steels, and further comprises vertical rods arranged at two ends of the horizontal rod for supporting the horizontal rod, rotating shafts arranged at the two ends of the horizontal rod, clamping teeth sliding on the rotating shafts along the axis of the rotating shafts and located at the two sides of the horizontal rod for fixing the horizontal rod on the vertical rods, push blocks slidingly arranged on the rotating shafts for pushing the clamping teeth to move away from the horizontal rod, driving rods threadedly connected to the horizontal rod for driving the push blocks to slide, clamping strips slidingly arranged on the rotating shafts and sliding along the radial direction of the rotating shafts, and first magnets arranged on the driving rods. The application has the beneficial effect of providing the stirrup steel capable of conveniently adjusting the distance between upper and lower steels and capable of adjusting the horizontal position of the steels and the method for controlling the installation distance between the steels.

The invention discloses an integral binding construction method for columnar structural steel bars. The integral binding construction method comprises the following steps that a complete columnar steel bar framework is divided into two prefabricated parts which are symmetrical in shape and structure along the central longitudinal section of the columnar steel bar framework; binding of the main reinforcements and the closed stirrups of each prefabricated part is completed in a factory, and two symmetrical half-body frameworks are formed; the two half frameworks are transported to a construction site and sequentially hoisted to a target installation position; at the target mounting position, measuring and adjusting the spatial attitude of the two half-body frameworks which are in place in sequence, so that the two half-body frameworks are symmetrically aligned according to the designed position; and the two half frameworks are connected into a complete and closed columnar steel reinforcement framework whole body through a connecting section at the involution surface between the two half frameworks of which the positions are adjusted. The problems that in traditional construction, efficiency is low, precision is poor, and potential safety hazards are large are solved.

The utility model relates to the technical field of buildings, in particular to a module assembly type steel structure combination column and an assembly system, which comprises a steel pipe column, the steel pipe column consists of a plurality of steel frames, the steel frames are L-shaped or U-shaped, and an accommodating space is formed in the steel pipe column; the steel pipe column and the stirrup cage are combined, then the longitudinal load-bearing steel bars are inserted, cement is poured into the steel pipe column, the combined column is formed, and an independent module column of an original horizontal adjacent module is replaced with the combined column, so that the lateral force resistance of the structure can be improved, and the structure has higher stress performance; and the space occupied by the combination of a plurality of module columns is reduced.

An ankle brace with a flexible splint that includes a stirrup shape fastened to the foot, a middle section formed as a partial helix shape that extends from the outside of the foot over the instep, and an upper end fastened to the leg at a point above the ankle and above the inside of the foot.

The utility model relates to a prefabricated ECC reinforcing piece for seismic reinforcement of an RC frame column. The prefabricated ECC reinforcing piece comprises a plurality of prefabricated ECC plates and a pre-fixing assembly used for pre-fixing the prefabricated ECC plates. The pre-fixing assembly comprises a horizontal stirrup and a connecting sleeve used for connecting the two ends of the stirrup. A groove for placing a stirrup is formed in one side, deviating from the frame column, of the prefabricated ECC plate; an adhesive layer is arranged between the prefabricated ECC plate and the frame column, and the width of the prefabricated ECC plate is the same as that of the frame column. According to the utility model, the RC frame column is stably and reliably reinforced through the prefabricated ECC reinforcing member which is simple to construct and reliable in structure.

A cognitive assessment and stimulation method and a robotic platform for hippotherapy that comprises a structure comprising at least a high torque servomotor, and an articulated mechanism that simulates the horse's head, at least two load cells placed on the articulated mechanism of the structure, for controlling direction and speed, at least one seat module, that comprises at least one inertial sensor of posture intended to be placed on the patient to determine his / her posture, and one or more load cells placed on the seat to determine the load distribution thereon; and at least two pressure sensors for speed control and that further comprises a temperature control module, which allows temperature control, a visual stimulation sub-module and / or an auditory stimulation sub-module, a crane type module coupled to a harness comprising some stirrups which allow the transfer of the patient and also providing control of weight on the platform and give security to the patient, avoiding the risk of falling.

The utility model discloses a lower column pier steel bar installation combination tool, and relates to the technical field of building tools. The lower column pier steel bar installation combination tool comprises an inner stirrup operation platform, the inner stirrup operation platform comprises a stand column and a square tube limiting frame fixedly connected to the stand column, and a flexible limiting device is arranged on the square tube limiting frame and comprises angle steel, a locking wrench and a bending wrench. The angle steel is arranged on the square tube limiting frame and used for clamping and limiting the inner stirrup, the locking wrench is arranged on the square tube limiting frame and used for pressing the position of the inner stirrup, and the bending wrench is arranged on the square tube limiting frame and used for bending the inner stirrup. When the lower column pier reinforcing steel bar installation combination tool is used, the non-opened end of an inner stirrup is sleeved on the angle steel of the inner stirrup operation platform, the other end of the inner stirrup is pressed by the locking wrench and then is bent and formed by the bending wrench, the installation process is convenient, the inner stirrup cannot swing up and down and left and right when being installed, and bending is convenient.

The invention discloses a large-diameter slide-resistant pile double-layer reinforcement cage and a construction method thereof. The reinforcement cage comprises a concrete outer layer, outer longitudinal bars, middle-layer reinforcing stirrups, inner longitudinal bars, inner reinforcing stirrups, triangular supports, first corner joints and second corner joints. An inner cavity is formed in the concrete outer layer, outer longitudinal bars are evenly arranged in the inner cavity in the circumferential direction, and spiral outer stirrups are arranged on the outer walls of the outer longitudinal bars. Structural design is adopted, a closed-loop three-dimensional truss supporting system is constructed through the spiral outer stirrups, the middle-layer reinforcing stirrups, the inner reinforcing stirrups and the triangular supports, the outer longitudinal bars and the inner longitudinal bars are integrated into a high-strength overall framework, and the bending rigidity and the deformation resistance of a cage body are remarkably improved; the stress of the 41-ton cage body in the whole process of transportation, hoisting and concrete pouring can be effectively dispersed, structural damage to the long-size cage body is avoided, and the structural form of the device is compatible with the construction sequence that the outer cage is hoisted downwards first and then the inner cage is hoisted upwards, and the inner cage is connected upwards and then the outer cage is constructed.

The utility model discloses a circular pile retaining wall structure. An existing retaining wall is poor in structural stability, complex in construction and long in construction period. The circular pile foundation comprises a plurality of circular piles, and a cast-in-place soil retaining plate is arranged between every two adjacent circular piles. The thickness of the cast-in-place soil retaining plate is half of the diameter of the circular piles, the rear vertical face of the cast-in-place soil retaining plate is arranged at the position of the center connecting line of the two circular piles, and the front vertical face of the cast-in-place soil retaining plate is arranged on the free sides of the circular piles. Trapezoidal stirrups are arranged in the cast-in-place soil retaining plate, the longitudinal stress main reinforcements are arranged in the stirrups, and transverse and vertical distribution steel bars are arranged in the trapezoidal stirrups. The reinforced concrete cast-in-place breast boards are adopted in the vertical formwork between the circular piles, the trapezoid stirrups are arranged in the breast boards, the stability of the breast board structure is guaranteed, the construction technology is simple, cost is low, and popularization is easy.

This utility model belongs to the technical field of reinforced concrete composite shear wall building structures in civil engineering, specifically relating to a bidirectional hollow slab composite shear wall with opening-narrowing stirrups. By setting opening-narrowing stirrups corresponding to the horizontal holes of the bidirectional hollow slab at the edge members at both ends of the shear wall, and by setting longitudinal reinforcement distributed within the wall and longitudinal reinforcement of the edge members at the corresponding positions of the vertical holes of the bidirectional hollow slab and the opening-narrowing stirrups, the structure not only meets design requirements and facilitates construction, but also, due to the special structure of the opening-narrowing stirrups, the constraint area of ​​the opening-narrowing stirrups on the core concrete can be adjusted by the angle formed by the longitudinal and horizontal sections. This allows the constraint effect of the opening-narrowing stirrups on the core concrete to gradually decrease towards the opening end, forming a vertical energy dissipation zone under large horizontal lateral displacement. This effectively controls the structural failure mode and energy dissipation method, achieving a unity of constructability, good economy, and seismic performance in the new composite shear wall structure.

The invention belongs to the technical field of steel bar machining, and discloses a T-shaped beam top plate single stirrup welding forming method and equipment. The T-shaped beam top plate single stirrup welding forming method comprises the steps that S1, a welding moving frame is located at a feeding position, and auxiliary stirrups and main stirrups are fed to a welding station on the welding moving frame; s2, the welding moving frame moves from the feeding position to the discharging position, and meanwhile, the main stirrups and the auxiliary stirrups located on the welding station are welded and formed to obtain single stirrups; s3, moving the welding moving frame to an unloading position, and unloading the single stirrup at the unloading position; and S4, the welding moving frame moves from the discharging position to the feeding position, and the step S1 is executed again. The positioning precision and the welding quality of the main stirrup and the auxiliary stirrup are improved; welding forming or discharging can be carried out while moving movement of the welding moving frame is achieved, so that the process time is saved, position interference of feeding and discharging is avoided, and the forming efficiency of a single stirrup and the consistency of finished products are improved.

The utility model belongs to the technical field of building construction, and particularly relates to a detachable post-cast strip reinforcing device which comprises an assembly type supporting column, the assembly type supporting column is composed of short steel pipe barrels and pipe barrel hoops, the short steel pipe barrels are connected in a splicing mode, and the pipe barrel hoops are used for fixing the adjacent short steel pipe barrels. The height of the supporting column can be finely adjusted through the multiple stirrup clamping grooves, the stirrup clamping grooves are matched with the cylinder stirrups, and it is ensured that the supporting device is firm and stable in the construction process. The concrete cylinder core is arranged in the device, the bearing capacity of the supporting column is enhanced, and the post-cast strip can be effectively supported. Due to the detachable design of the assembly type supporting columns, the device is convenient to disassemble and recombine, good recoverability is achieved, the construction cost is reduced, and the material utilization rate is increased.

The core tube concealed column and its construction method of the reverse construction method belong to the field of core tube concealed column construction technology. In view of the special working conditions of the reverse construction method, the present invention optimizes the construction method of the stirrups of the core tube concealed column. The stirrups of the core tube concealed column are processed in segments. Specifically, each closed stirrup is processed into two segments and a welding length is reserved. The stirrup segments are tied to the outside of the vertical stirrups, and then the tied stirrup segments are welded to form a closed stirrup system. This ensures that the stirrups can still be tied smoothly after the construction of the upper structure, lower structure and vertical reinforcement is completed, reducing the construction difficulty and improving the construction efficiency.

The invention belongs to the technical field of cast-in-place pile construction, and particularly relates to a full-casing rotary excavating cast-in-place concrete pile reinforcement cage anti-pulling device and method.The device comprises a reinforcement cage, the reinforcement cage comprises main reinforcements, stirrups and reinforcing hoops, the device further comprises an anti-pulling steel plate, and the anti-pulling steel plate is arranged at the bottom of the reinforcement cage and welded to the reinforcement cage; the surface of the anti-pulling steel plate is parallel to the horizontal plane; the method is characterized in that the area of the anti-pulling steel plate is determined; compared with the prior art, the end resistance can be applied to the reinforcement cage, and the error-tolerant rate of the whole pile casing in the pulling state under the adverse working condition is increased through pressure. By analyzing the stress of the reinforcement cage, the method for calculating the size of the required steel plate is invented, and the problem of the size of the required steel plate under the condition of different hole depths is solved.

The utility model discloses a positioning horse stool structure for upper reinforcing steel bars, and mainly relates to the field of concrete construction. Comprising a cross rod, sliding sleeves are symmetrically and slidably connected to the two sides of the cross rod, supporting legs are arranged at the bottoms of the sliding sleeves, grooves are formed in one ends of the sliding sleeves, clamping grooves are formed in the other ends of the sliding sleeves, sliding bases are slidably connected to one side walls of the clamping grooves in the vertical direction, pressing rods for driving the sliding bases to slide are arranged on the clamping grooves, and rotating grooves are formed in the bottoms of the sliding bases; the tops of the rotating grooves are rotationally connected with pressing plates used in cooperation with the tops of the transverse steel bars, torsional springs are arranged between the pressing plates and the rotating grooves, fixing sleeves are arranged at the bottoms of the sliding sleeves, and the supporting legs are in threaded connection with the interiors of the fixing sleeves. The split head rib has the advantages that the technical problem that an existing split head rib is difficult to be used for reinforcing steel bars with different heights and intervals can be solved, the reinforcing steel bars with different intervals and heights can be positioned and supported, the effect of being matched with concrete buildings with different sizes is improved, and the convenience of actual use is greatly improved.

The utility model relates to the field of hollow floor systems, and particularly discloses a hollow floor system structure which comprises a hollow floor system, a bottom woven steel mesh is arranged at the bottom of the hollow floor system, longitudinal ribs are installed above the bottom woven steel mesh in an array mode, transverse stirrups are installed on the inner sides of the upper ends of the longitudinal ribs, and the transverse stirrups are arranged on the inner sides of the lower ends of the longitudinal ribs. A positioning mechanism is arranged on the outer side of the transverse stirrup, the positioning mechanism comprises an L-shaped positioning insertion rod and an installation clamping sleeve, a swing stop lever is installed on the outer side of the end, close to the installation clamping sleeve, of the L-shaped positioning insertion rod, and limiting stop levers are arranged at the positions, located at the two side ends of the installation clamping sleeve, of the side surface of the transverse stirrup. The L-shaped positioning insertion rod is rotated towards the interior of the cavity, so that the elbow part faces downwards, and the positioning round hole corresponds to the position of the L-shaped positioning insertion rod by controlling the fine adjustment position of the whole mold core block in the cavity, so that the limited adjustment of the internal mounting position of the mold core block is ensured.

The utility model discloses a steel reinforced column reinforcing structure, which comprises a column foot plate, a steel reinforced column, a steel reinforced column, a steel reinforced column and a steel reinforced column, the column foot plate is connected to a bearing platform through a foundation bolt, and the column foot plate is provided with a first through hole for the foundation bolt to penetrate through; the steel column is connected to the middle of the column foot plate, and the steel column and the through hole are arranged in a staggered mode; the vertical ribs are arranged on the periphery of the steel column in a surrounding mode at intervals, one ends of the vertical ribs are anchored in the bearing platform, and the peripheries of the vertical ribs are connected with a plurality of stirrups at intervals in the axial direction; the limiting piece is used for independently limiting each vertical rib and comprises a plurality of limiting plates arranged on the periphery of the column foot plate in a surrounding mode at intervals, one end of each limiting plate is connected with the column foot plate, and each limiting plate is provided with a limiting hole allowing the corresponding vertical rib to penetrate through; by arranging the reinforcing structure, the structural stability is improved.