Listado de la categoría: noticias

los rodamiento giratorio de bolas de dos hileras se llama “junta mecanica” en la industria de la maquinaria. Es la primitiva transmisión mecánica necesaria para la rotación relativa entre dos objetos., y puede soportar fuerza axial, fuerza radial y momento de vuelco.

Tratamiento térmico de rodamientos y engranajes de anillos giratorios de bolas de dos hileras:

Las pistas de rodadura del anillo giratorio esférico de dos hileras están templadas por inducción de la superficie, y la dureza de endurecimiento asegura que la profundidad de la capa endurecida se pueda alcanzar bajo HRC55 para 62.

Debido a la necesidad de transmisión, El anillo giratorio de bolas de dos hileras suele estar hecho de uno de los anillos.. El estado de tratamiento térmico del engranaje suele ser normal o templado y revenido.. La superficie del diente también se puede templar según los requisitos del usuario., y la dureza de enfriamiento es HRC50 ~ 60, que puede asegurar suficiente profundidad. Según diferentes aplicaciones, El temple de engranajes se puede dividir en temple de diente completo y temple de inducción de un solo diente. El endurecimiento por inducción de un solo diente se puede dividir en temple de la raíz del diente de la superficie del diente y temple de la superficie del diente.

Rodamiento giratorio de bolas de dos hileras, adaptarse a la temperatura y al entorno de trabajo:

El rodamiento giratorio de doble hilera de bolas puede funcionar a una temperatura de -300C ~ 700C. Los usuarios deben adaptarse a rodamientos giratorios de bolas de doble hilera de temperatura más baja o más alta. El anillo giratorio de bolas de doble hilera es el mismo que el de otros rodamientos ordinarios.. Tienen rodamientos y pistas, pero son diferentes. El rodamiento giratorio de bolas de dos hileras tiene muchas características diferentes.

El tamaño del rodamiento giratorio de bolas de dos hileras es relativamente grande, generalmente 0.2-10 metros de diámetro, y algunos incluso pueden llegar 40 metros.

En general, el rodamiento de bolas de dos hileras no solo debe soportar la fuerza axial y la fuerza radial, pero también soportan un mayor momento de vuelco, para soportar una variedad de cargas. Por lo tanto, un conjunto de rodamientos giratorios de bolas de dos hileras suele desempeñar el papel de varios conjuntos de rodamientos ordinarios.

El anillo giratorio de bolas de dos hileras funciona a menor velocidad, generalmente 50 rpm. En muchos casos, el anillo giratorio de bolas de dos hileras no puede funcionar de forma continua, pero solo puede operar en un ángulo de rotación (equivalente a la llamada “cojinete de giro”).

En el proceso de fabricación como materiales y tratamiento térmico., Los rodamientos de bolas de doble hilera y los rodamientos también son muy diferentes.

En general, el rodamiento giratorio de bolas de dos hileras tiene un anillo de engranaje para el accionamiento giratorio y un dispositivo de sellado para evitar el polvo.

El método de instalación del rodamiento giratorio de bolas de dos hileras es diferente. No es como los cojinetes de husillo ordinarios., pero instalado en la caja de cojinetes, pero fijado en los cojinetes superior e inferior mediante tornillos.

El anillo giratorio de doble hilera de bolas también se llama “anillo giratorio” porque su forma es similar a la de un plato, para que pueda soportar la carga completa de un rodamiento grande. También puede soportar mayores cargas axiales, cargas radiales y momentos de vuelco. Utilizado en combinación con rodamientos ordinarios. Función de uso. Por lo general, adecuado para soportar un gran momento de vuelco y rotación relativa de equipos mecánicos. Es un rodamiento combinado eficiente y de alta carga..

Por lo tanto, debido a la naturaleza especial del rodamiento giratorio de bolas de dos hileras, el rodamiento giratorio de bolas de dos hileras se ha aplicado en gran medida.

Sistema de extracción de ácidos nucleicos, también llamado instrumento de purificación de ácidos nucleicos, es un instrumento que utiliza reactivos de extracción de ácidos nucleicos coincidentes para completar automáticamente la extracción de ácidos nucleicos de la muestra. Un instrumento que solo se ha aplicado y promovido en los últimos años.

Campo de aplicación del sistema de extracción de ácidos nucleicos

En casi todos los laboratorios, el trabajo de separación y purificación relacionado con las biomoléculas es muy importante e indispensable. Sin embargo, todavía es bastante difícil purificar varias muestras. No solo es necesario seleccionar una tecnología de purificación adecuada, pero también la carga de trabajo es particularmente grande, que es difícil de satisfacer el rápido desarrollo actual de las necesidades de extracción y purificación de muestras de alto rendimiento. El sistema automático de extracción y purificación de ácido nucleico de perlas magnéticas utiliza tecnología de perlas magnéticas, que puede ser ampliamente utilizado en genómica, control de enfermedades y atención médica, Seguridad alimenticia, identificación forense y otros campos.

Genómica

El sistema de extracción automática de ácidos nucleicos es muy adecuado para la investigación genómica.. Las muestras se pueden extraer de microorganismos, animales, plantas, o virus. Kits de extracción de ADN genómico de sangre completa, kits de extracción de genoma de sangre total de capa de leucocitos, kits de extracción de ADN genómico de células / tejidos animales, Puede purificar rápidamente cantidades suficientes y ADN o ARN puro. El ácido nucleico de alta calidad puede satisfacer las necesidades de varias aplicaciones posteriores (como PCR / PCR en tiempo real, chip genético, Mancha sureña, Mancha del norte).

Centros para el Control y la Prevención de Enfermedades

El sistema automático de extracción de ácido nucleico se puede utilizar para resolver el sistema de control automático rápido de enfermedades del subtipo del virus de la influenza A H1N1., mano de los niños, enfermedad de pies y boca, virus del sarampión, etc., y mejorar la capacidad de respuesta a las principales epidemias.

Diagnóstico molecular de muestras clínicas

El sistema automático de extracción de ácido nucleico puede procesar muestras clínicas rápidamente y con alto rendimiento., y el ácido nucleico extraído se puede utilizar para un diagnóstico molecular posterior. También es adecuado para tratamientos fijados con formalina y embebidos en parafina. (Formalina-Fija y Parrffin-Embedded, FFPE) muestras de tejido.

Ganadería y Medicina Veterinaria

Puede extraer el virus de la influenza aviar (Virus de la influenza aviar), Virus Newcastledisease (Virus Newcastledisease), Virus de la peste porcina clásica (CSFV), Virus de la diarrea viral bovina (Virus de la diarrea viral bovina), Rickett. Cuerpo secundario (Coxiella burnetii) y así sucesivamente.

Aplicaciones forenses

Para trabajo forense, la eficiencia y estabilidad de la extracción de ácidos nucleicos son muy importantes. El extractor automático de ácido nucleico se utiliza junto con un reactivo de perla magnética de extracción de ácido nucleico de muestra forense especial para purificar ADN de alta calidad a partir de materiales de diferentes fuentes, incluidas las colillas de cigarrillos., raíces del cabello, cartílago, clavos, y manchas de sangre.

Tunnel lining construction is the key construction content of tunnel engineering, which is related to construction quality and construction safety. So what are the causes of common problems in tunnel lining construction? What preventive measures are there to ensure the quality of tunnel lining construction? Remember the following 15 points to easily avoid common problems in tunnel lining construction.

Quality issues and phenomena

1. There are voids behind the lining;

2. Obviously staggered lining, serious leakage, quicksand, and poor appearance quality;

3. The thickness of the lining does not meet the design requirements;

4. Water leakage in the lining;

5. The lining concrete is cracked;

6. The appearance quality of the water trench cable trough is poor;

7. Poor drainage of the drainage ditch.

Analysis of the cause of the cavity behind the lining

1. Construction and backfilling of over-excavation that is not in accordance with the specifications;

2. When lining the vault, the pouring concrete is not full and the vibration is not enough;

3. The pumped concrete creates a cavity at the far end of the conveying pipe due to pressure loss, slope and other reasons;

4. The slackness of the waterproof board is not well controlled.

Measures to prevent cavities behind the lining

1. The tunnel excavation surface is inevitably uneven. For the pits caused by over-excavation in a small area, the lining concrete is generally used for backfilling during the construction. Note that the waterproof board should be close to the rock surface and the tightness is suitable; for the collapse caused by landslides For deep sinking pits, use landslide treatment measures to backfill smoothly before the construction of the second lining;

2. The general lining formwork trolley has a reserved hole for pumping concrete at the front and rear of the arch top position. If the formwork trolley is longer, the reserved hole can be added in the middle to prevent the concrete from being poured out of place when the longitudinal slope of the tunnel is large. Backfill grouting after construction;

3. The new lining formwork trolley is equipped with attached vibrators on the side walls and the arch waist. Al mismo tiempo, two plug-in vibrators are installed on both sides of the trolley during concrete pouring, and the separation is carried out from the reserved window of the trolley. Layer vibrating, these can effectively solve the problem of vibrating.

Analysis of the cause of poor apparent quality of lining

1. The rigidity of the lining trolley is not enough, and the template repair is not in place;

2. The workability of the lining concrete is not good, and the bleeding is serious;

3. No symmetrical pouring on both sides;

4. The pouring speed is too fast and the trolley floats;

5. The template is coated with too much oil, and a fish scale cloud will be formed after the mold is removed;

6. Part of the template is not cleaned up, and the phenomenon of “skinning” and lumps is formed after the mold is removed.

Preventive measures for poor apparent quality of lining

1. Lining trolleys are all processed by regular manufacturers, and the strength and stiffness are checked before processing. Check the calculation data when purchasing;

2. During lining construction, if the overlap of the lining formwork trolley does not exceed 0.5m, misalignment will generally not occur. Por lo tanto, before the lining construction, plan the length of the trolley in place to avoid long overlap. Al mismo tiempo, the surveying personnel must have certain construction experience, the lining center line and elevation are well controlled, and the offset control on both sides of the formwork trolley is appropriate to prevent the occurrence of too large or too small affecting the next set of trolleys in place;

3. The lining concrete shall be constructed in strict accordance with the designed mix ratio. When designing the mix ratio, the pumping concrete and workability requirements shall be considered. Al mismo tiempo, the formwork trolley shall be coated with a mold release agent. The mold release agent is best to use a special mold release agent and apply evenly. Moderate dosage can improve the surface quality of the lining;

4. When the lining is poured, both sides should be layered and symmetrically poured, and the concrete falling height should be controlled within 2m to prevent segregation;

5. If there is some concrete sticking to the formwork trolley, clean it up before pouring next time, and then apply a release agent, otherwise it will affect the surface finish of the next set of linings;

6. The lining formwork trolley will float up due to the pressure of the cast-in-place concrete at the foot of the side wall and the end pressure will move longitudinally. Por lo tanto, the formwork trolley is firmly reinforced before the lining construction. Al mismo tiempo, the lining concrete is poured to the height of the center and the arch waist. The screw is re-reinforced to prevent the trolley from moving due to the loosening of the floating part of the screw.

The lining thickness is not enough, the cause analysis is enough

1. The contractor’s quality awareness is not strict, and the process monitoring is not in place;

2. Or the reserved settlement is insufficient;

3. The under-excavated parts are not processed.

Mmeasures to ensure the thickness of the lining

1. The thickness of the lining should be guaranteed, and the initial support section should be inspected before the construction of the lining. If there is any intrusion into the lining clearance, it should be treated according to the specifications;

2. For some tunnels with large settlements, pay attention to settlement observation. If the designed settlement does not meet the requirements, the reserved amount can be appropriately enlarged according to the actual situation, but it should not be too large to prevent artificial over-excavation. Waste lining concrete.

Analysis of Causes of Water Leakage in Lining

1. The lining is cracked;

2. Waterproof, drainage and water diversion facilities are not perfect;

3. There are quality defects in the treatment of circumferential construction joints and deformation joints, and the installation of water stop strips and water stop belts is not standardized;

4. The waterproof board is damaged, perforated, and the weld is not tight;

5. The lining is not compactly tamped, and there are holes or honeycombs;

6. Unqualified waterproof materials;

7. The number of drain holes is insufficient or the drainage is blocked.

Lining water seepage prevention measures

Lining seepage is generally caused by inadequate waterproof and drainage construction and imperfect lining. It is necessary to strengthen on-site management to ensure that the waterproof and drainage measures are in place, and the concrete lining is poured tightly. The following aspects should be done specifically:

1. Blind pipes are installed in place. Before the waterproof board is constructed, ensure that the blind pipes are installed according to the design requirements. The number of blind pipes should be increased if the water seepage in some sections is large. The blind pipes and the longitudinal drainage pipes are connected well to ensure the drainage effect;

2. Waterproof board construction is the key link of lining waterproofing. En la actualidad, there are many types of waterproof boards on the market, and the quality of the waterproof boards must be qualified; the waterproof board connection is best to be welded. During the construction process, quality supervisors will check on site and find problems in time deal with. Part of the uneven areas should be inspected to prevent leakage of welding; for reinforced concrete linings, the waterproof board should be prevented from being damaged during the construction of the steel bars. If there is any damage, the waterproof board construction personnel should be notified to repair; the waterproof board should be installed close to the rock surface , The degree of tightness is moderate to prevent the waterproof board from tearing due to pressure when the concrete is poured;

3. Treatment of construction joints and settlement joints: general construction joints and settlement joints are designed with embedded and embedded waterstops or waterstops, and some have back-attached waterstops, etc. The back-attached type is better for construction and close to The waterproof board can be fixed by the head plate; during the construction of the buried water stop strip, a corresponding size of the small size (half the thickness of the water stop strip) should be reserved in the middle of the lining end, and the water stop strip should be inlaid during the next set of construction. Into, firmly fixed. The construction of the buried waterstop requires the headboard to be constructed in layers, divided into two layers from the location of the waterstop to ensure that the waterstop is reserved and cannot be damaged, which seriously affects the construction of the headboard, so the construction is often not in place. Strengthen the management on site to ensure the construction of the buried waterstop is in place;

4. The horizontal drainage pipe should be reserved according to the design and adopt three-way connection to ensure that the drainage can flow into the ditch smoothly; the longitudinal drainage pipe is generally a perforated corrugated pipe, wrapped with geotextile to prevent the ingress of sediment and affect the drainage effect;

5. There should not be a long pause during the lining concrete pouring process, so the site materials, generators, etc. must be prepared to prevent mid-stop work, because the two pouring concrete is prone to cracks, causing water leakage in the lining; the only solution is to perforate grouting. Water, but the holes should be shallow to prevent damage to the waterproof board;

6. The lining concrete must have a waterproof effect. En general, it is designed as a waterproof concrete. When designing with it, it must be considered from many aspects. It is necessary to ensure the workability and anti-seepage requirements, and the construction shall be carried out in strict accordance with the cooperation;

7. When pouring the lining concrete, control the concrete falling height to ensure layered pouring, layered vibrating in place, the formwork trolley window formwork is closed tightly to prevent mortar leakage, etc., to ensure the compactness of the concrete lining, and ensure that the construction concrete has a waterproof effect.

Analysis of the causes of lining cracking

1. Temperature difference and concrete shrinkage;

2. Alkali aggregate chemical reaction;

3. The side wall foundation sinks;

4. Hole body bias;

5. The joint part of the invert and the side wall is cracked due to stress concentration;

6. Cracking caused by difficulty in pouring concrete in the arch or interruption of pouring;

7. The demoulding time is too early, and the lining strength is not enough to support its own weight and cracks.

Preventive measures for lining cracking

1. The heat of hydration of high-grade concrete is increased. After construction, it must be sprinkled and maintained for no less than 14 days to prevent the surface from drying and causing cracks;

2. Select qualified materials for lining concrete materials, and construct in strict accordance with the mix ratio;

3. The lining generally does not crack. En general, the lining is cracked due to bias pressure or terrain movement at the opening of the cave. Por lo tanto, when backfilling the roof of the cave, pay attention to the symmetrical backfilling on both sides. For tunnels with biased pressure, strengthen the lining strength or reduce pressure;

4. The joint part of the invert and the side wall is prone to stress concentration. During construction, ensure that the side wall foot is excavated in place, and there should be no under-excavation, which will cause the lining to crack;

5. Control the demoulding time of the lining, and formulate the demoulding time and curing time according to the different tunnel temperatures in different seasons to prevent the concrete from falling off and cracking;

6. The lining concrete is guaranteed to be poured in place at one time and cannot be stopped halfway. It is not conducive to waterproofing and can easily cause cracks and reduce the strength of the lining. Por lo tanto, the material reserves are sufficient before construction and the machinery and equipment are good; al mismo tiempo, the formwork trolley should be checked before the lining construction. There are deformations, loose bolts, welding off, etc., to prevent problems during the construction process, resulting in abnormal lining construction.

Analysis of Causes of Poor Appearance Quality of Cable Trenches

1. The mould is not meticulous and not firm, and the outer edge of the groove is not controlled according to the center line of the line;

2. The cover plate is prefabricated and has poor installation quality;

3. Other process construction, repeated lifting, moving and collision and damage.

Appearance quality control measures of water trench cable trough

The gutter cable trough is a tunnel surface project, and the surface construction quality affects the overall image of the tunnel. Por lo tanto, it is necessary to ensure linearity and straightness, without dislocation and smooth surface.

1. The cable trough of the water ditch is controlled by measuring and laying out, the curve is controlled according to the radius, the height of the center line of 10m or 20m, and the straight line is controlled by 50m. The template adopts an integral steel template to ensure one-time pouring and molding. The template is coated with release agent to ensure the appearance quality. After the template is installed, the technician checks the installation of the template, whether the linearity meets the standard and whether the reinforcement is firm;

2. Cover plate prefabrication adopts centralized prefabrication in the prefabrication yard, adopts shaped steel-plastic template, with marks on the upper and lower sides, which is convenient for installation; the concrete requirements and workability of the cover plate are good, and the vibrating table is vibrated to ensure a smooth surface;

3. After the cover plate is prefabricated, it is stored in the prefabrication yard. After the tunnel trench construction is completed, it is placed in a centralized manner when no other processes are affected. The gap between the cover plate and the foundation is filled with mortar when placing, and the installation is required to be stable and not shake.

Analysis of Causes of Poor Drainage in Drainage Ditch

1. The vertical slope at the bottom of the ditch is not standardized, there are deviations, and the control is not accurate, and the bottom of the ditch is “wave”;

2. The slope of the longitudinal slope at the bottom of the ditch is small;

3. There are debris in the ditch and the flow path is blocked;

4. The bottom of the ditch is not smooth.

Preventive measures for poor drainage of drainage ditch

1. The trench is excavated in place, and the concrete is poured to ensure linearity and straightness, to ensure the smoothness of the trench and prevent water accumulation;

2. There are many sundries in the tunnel during working hours and it is easy to block the groove, so it should be cleaned regularly to facilitate drainage in the tunnel;

3. Drainage. Because the formwork is installed straight when ditching and pouring, the reinforcement is firm, and the concrete is tamped and compacted when pouring.

Comparado con el reductor de engranajes, la reductor de tornillo sin fin tiene una función de autobloqueo. Reductores de tornillo sin fin para revestir carros Son ampliamente utilizados en el campo mecánico debido a su función de autobloqueo., como carros de revestimiento de túneles, cabrestantes, maquinas de envasado, maquinas de impresion, equipo de transporte, y así sucesivamente. Sin embargo, También se debe al método de transmisión por fricción del engranaje helicoidal., lo que también hace que la eficiencia de transmisión del engranaje helicoidal sea mucho menor que la de la transmisión de engranajes. Aquí es donde el reductor de tornillo sin fin es insuficiente.

En el modo de transmisión del reductor de tornillo sin fin, la transmisión de engranajes helicoidales tiene las características que otras transmisiones de engranajes no tienen. Que es, el gusano puede girar fácilmente la rueda helicoidal, pero la rueda helicoidal no puede hacer girar el gusano. Esto se debe a que la estructura y transmisión de la rueda helicoidal y el gusano se realizan por fricción..

No todos los engranajes helicoidales tienen una buena función de autobloqueo.. La función de autobloqueo del engranaje helicoidal solo se puede lograr cuando se alcanza una cierta relación de velocidad, y el efecto de autobloqueo será mejor. Esto está relacionado con el ángulo de avance., que es, la función de autobloqueo del reductor de tornillo sin fin con una relación de velocidad pequeña no es tan ideal.