11 results about "Middle column" patented technology

The application discloses a mechanical locking type tibial platform, a tibial prosthesis and a knee joint prosthesis. The mechanical locking type tibial platform comprises a platform holder used for being attached to the proximal end of a tibia, a middle column extending downward along the center of the platform holder and used for being inserted into the marrow cavity of the tibia, an axial hole being arranged in the center of the middle column, a sleeve arranged in the axial hole of the middle column, a limiting structure being arranged on the outer wall of the sleeve, the limiting structure being configured to cooperate with the middle column to enable the sleeve to slide only in the axial direction of the axial hole, a fastener connected to the sleeve and protruding from the outer side wall of the middle column and used for being inserted into the cortical bone of the tibia, and a stand column, one end of the stand column being provided with a limiting block used for abutting against the top surface of the platform holder, and the other end of the stand column being provided with a threaded segment which is threadedly connected to the inner wall of the sleeve. The cooperation of the stand column, the sleeve and the fastener can lock the platform holder to the proximal end of the tibia and ensure the initial stability of the tibial platform.

The utility model discloses a prefabricated frame beam and column connecting structure which comprises a middle column, the left side and the right side of the middle column are connected with prefabricated beams, the prefabricated beams are anchored in the middle column through anchoring steel bars preset in bodies, and anchoring sections are formed; an adjustable connecting assembly is arranged in the anchoring section; the adjustable connecting assembly comprises a left straight thread sleeve and a right straight thread sleeve, a connecting sleeve is arranged between the two straight thread sleeves, the left side and the right side in the connecting sleeve are connected to the corresponding straight thread sleeves through hexagonal head bolts respectively, and the outer sides of the left straight thread sleeve and the right straight thread sleeve are connected with the corresponding anchoring steel bars respectively. By means of the gap between the connecting sleeve and the two hexagonal heads and the adjustable length of the bolt, the anchoring ribs on the two sides are connected into a steel bar with the same tensile strength or the same compressive strength, and the anchoring requirement in a column is met.

The utility model discloses a reinforced center pillar splicing structure which comprises a center pillar assembly and a first glass plate, the first glass plate is arranged on one side of the center pillar assembly, and the area of the first glass plate is larger than or equal to 3.5 square meters; the middle column assembly comprises a first sectional material, a broken bridge piece and a second sectional material which are connected in sequence, and further comprises a reinforced sectional material which is connected with the first sectional material. The reinforcing section bar is additionally arranged on the middle column assembly, the strength of the middle column assembly is improved, stress is better, deformation is not prone to occurring, and assembling of the first glass plate is more stable.

The invention relates to the technical field of underground structure assembly type center pillar structures, and discloses an assembly type station supporting center pillar structure and a construction method thereof. The center pillar comprises a center pillar concrete body and an ECC jacket connecting section prefabricated at the bottom, a full-grouting sleeve and a strain monitoring element used for monitoring the stress state are pre-buried in a jacket, and an interface bonding reinforcing structure is arranged. During construction, a full grouting sleeve, a strain monitoring element and the like are pre-arranged in a mold in a factory, ECC is poured to form a jacket, then center pillar steel bars penetrate into the jacket, and concrete is poured to form an integral prefabricated part; and connecting with a base through sleeve grouting on site, and starting a monitoring system. By means of the ECC jacket structure, high ductility, strong interface collaboration and stress state real-time monitoring of the middle column connecting area are achieved, and the anti-seismic property and construction efficiency of the middle column can be improved.

1. Name of the designed product: middle column component. 2. Use of the designed product: column of table. 3. Design points of the designed product: in shape. 4. Picture or photo that best shows the design points: front view.

The utility model discloses a metal oil drum with a pressure-resistant structure, which comprises a drum body and an outer convex ring, the outer convex ring is arranged on the outer wall of the drum body, a drum top and a drum bottom are respectively and fixedly arranged on the top surface and the bottom surface of the drum body, a middle column is arranged in the drum body, a top plate and a bottom plate are welded on the top surface of the middle column, and the bottom plate is welded on the bottom surface of the middle column. The surface of the middle column is fixedly connected with inner ribs through supporting rods. The utility model has the beneficial effects that the middle column, the supporting rods and the inner ribs are integrated, the top surface and the bottom surface of the middle column are fixedly connected with the top plate and the bottom plate respectively to play a central supporting role and improve the vertical compression resistance of the barrel body, the middle column is fixedly connected with the inner ribs through the supporting rods, and the inner ribs abut against the inner wall of the barrel body to play a lateral supporting role, so that the vertical compression resistance of the barrel body is improved. The lateral pressure resistance of the barrel body is improved, the pressure resistance of the barrel body is improved in all directions, the use stability is improved, meanwhile, after the barrel body is scrapped, a worker can open the barrel top or the barrel bottom and take out the top plate, the bottom plate, the middle column and the inner ribs for repeated use, and material waste is reduced.

The utility model provides a size's table case support structure of adjustable, including middle column and the side column of setting in the both sides of middle column, be provided with the moving mechanism for the side of auxiliary side column to the side of moving away or close to middle column between middle column and side column, be provided with first moving plate on the middle column, there is moving device for the first moving plate of auxiliary first moving plate along the height direction of middle column moves between middle column and first moving plate, moving device includes the screw rod of fixing in one side of middle column and the nut of fixing in one side of first moving plate, screw rod passes through nut and is connected with the nut screw thread, the top fixed setting of screw rod has the rotation block of driving screw rod rotation, this table case support structure can accurately adjust the distance between side column and middle column, thereby improve the stability that support table case supports.

This utility model relates to the field of support and hanger technology, specifically a prefabricated support and hanger. It includes at least three vertically parallel support columns, each comprising two side columns on either side and several middle columns between the two side columns. Each side column has an inward-facing "L"-shaped connector detachably mounted on it, and each middle column has two outward-facing "L"-shaped connectors detachably mounted on it. The "L"-shaped connectors are vertically adjustable. A crossbeam is provided between each pair of adjacent support columns, resting between the two "L"-shaped connectors. The bottom of the crossbeam is fixedly connected to the "L"-shaped connectors by bolts. This structure distributes the supporting force of the crossbeam to the "L"-shaped connectors on both sides, effectively allowing the "L"-shaped connectors to support the crossbeam. This method is more stable, has a higher safety factor, and does not involve the interlocking of teeth, thus lowering installation requirements.

The utility model discloses an eccentric gluing head based on a drip chamber station of an infusion apparatus assembling machine, which comprises a butt joint cylinder with a cylindrical end and one end integrally formed, a middle column is movably sleeved at one end of the butt joint cylinder, a thin end is integrally formed at one end of the middle column, and a separation column is integrally formed at the other end of the middle column. And a gluing head which is eccentrically arranged is integrally formed at one end of the separation column. The axial direction of the gluing head and the axial direction of the middle column are eccentrically arranged in parallel, and when the axial direction of the middle column and the axial direction of the infusion hose are coaxial, the gluing head is inserted into the infusion hose, so that the axial direction of the gluing head and the axial direction of the infusion hose are eccentrically arranged, the gluing head is in linear contact with the inner wall of the infusion hose, and then the gluing head rotates by one circle; and glue on the surface of the gluing head is uniformly smeared on the inner wall of the infusion hose, so that the drip chamber and the infusion hose are firmly bonded, and the sealing performance is good after bonding.

The application discloses a through-type anchor rod supporting system for a cow nose roadway and a supporting method thereof, and aims at the problem that a middle column wall in the cow nose roadway is discontinuous in stress and prone to local instability, the application proposes that a plurality of hollow grouting anchor rods are arranged horizontally and penetratingly along the thickness direction of the middle column wall, and the two ends of the anchor rods extend to the spaces of the two side roadways; a tray, a fastening nut and a connecting component interface are installed at the ends, and the ends of the upper and lower adjacent anchor rods are rigidly connected through long straight connecting rods to form a spatial truss type connecting network; and a grouting and reinforcing assembly is used for grouting into the hollow cavities of the anchor rods and the surrounding rock cracks to form a grouting and reinforcing area. Finally, the through-type grouting anchor rod, the spatial connecting assembly and the reinforced middle column wall jointly form a spatial closed whole cooperative bearing structure. The application changes the traditional point-like isolated anchoring into three-dimensional spatial net-like bearing, actively pre-tightens and transmits stress to deep surrounding rock, effectively inhibits early deformation and damage of the surrounding rock, is convenient to construct and is economical and practical.

1. Name of the designed product: profile (middle column). 2. Use of the designed product: material for manufacturing doors and windows. 3. Design points of the designed product: in shape. 4. Picture or photo best indicating the design points: perspective view. 5. Other circumstances or explanations: the product is of indefinite length.