31 results about "Joint spacing" patented technology

Devices, apparatus, systems, and methods of installing LED (light emitting diodes) for glass tiles and glass blocks. The LEDs can be housed in flexible strips having flexible bendable transparent housing sleeves with ends that can interconnect by male and female ends to one another with various types of interconnectors. Each separate sleeve can house up to 33 LEDs in a transparent plastic sleeve. A transparent connector sleeve can be slid over the interconnected ends and heat shrunk in place. The glass tiles can be laid out to uniform joints spacings between the glass tiles of approximately 3/16 of an inch. The LED strips can be placed on a surface layer of transparent grout that has been laid in the joint spacing, followed by a top layer of transparent grout. The transparent grout can be removable grout and include clear Silicon. The LED strips can have peel and stick back layers with adhesive backing that allows mounting to the lower surface. The LED strips can be placed with glass tiles, and other types of tiles such as but not limited to ceramic tiles, stone tiles and the like, as well as with glass blocks. Splitter(s) can be used to run parallel runs of LED strips at different spaced apart locations.

A method for creating space in a joint, the method comprising:

• • applying force to a body part so as to distract the joint and create an intrajoint space;
  • inserting an expandable member into the intrajoint space while the expandable member is in a contracted condition;
  • expanding the expandable member within the intrajoint space; and
  • reducing the force applied to the body part so that the joint is supported on the expandable member.

A joint-spacing balloon catheter comprising:

• • a shaft having a distal end and a proximal end;
  • first and second balloons mounted to the distal end of the shaft, the first balloon being disposed distal to, and spaced from, the second balloon, with the portion of the shaft between the first and second balloons being flexible; and
  • a handle attached to the proximal end of the shaft.

The invention relates to a device (1) used as a laying aid for tiling work, comprising a base element (7, 8) having a support region (12) for laying flat on a surface to be covered with tiles (16), and a tile-supporting region (2) on which tiles (16) are placed. The tile-supporting region (2) has at least two web-like spacer elements (9) which extend perpendicularly with respect to a plane defined by the tile-supporting region (2) and which are arranged at an angle of an integer multiple of 90° relative to one another in said plane, and which have a thickness (10) corresponding to a desired joint spacing. To avoid the disadvantages of the known laying aids and to achieve uniform joint spacing and an even surface, whereby the laying aid is intended to be especially easy to handle, the base element (7, 8) is designed as a disk-like element having a base area that is smaller than a base area of the tiles (16) to be laid.

The invention discloses a parallel serial embarkation mechanism motion planning method based on sea wave active compensation. According to the parallel serial embarkation mechanism motion planning method, the structure of a parallel serial embarkation system is analyzed and decomposed, thus a six-degree-of-freedom parallel platform and a three-degree-of-freedom serial gangway ladder kinematic module are established, motion quantity distribution is conducted on two subsystems through a jacobian matrix pseudo-inverse technique, present mission situation and constrained situation of the subsystems are combined, motion quantity of the system is optimized by using a gradient projection method, and the situation of singularity postures of the system is avoided. According to the parallel serial embarkation mechanism motion planning method, the kinematics multi-solution problem of degree-of-freedom redundancy of a parallel serial mechanism is effectively solved, meanwhile, factors such as joint spacing and the mechanism singularity postures are comprehensively considered, space motion distribution of the parallel serial mechanism is optimized to great extent, input parameters are providedfor control of the parallel serial embarkation system, and demands of operation and maintenance under actual working situation are met.

The invention provides a process for manufacturing a laminated insulating joint spacing piece by integrally moulding epoxy glass fibers, which relates to improvement of the process for manufacturing epoxy glass fiber laminated cloth, and comprises the following steps: 1) manufacturing a mould; 2) cutting fibers of each layer; 3) coating a mold release agent; 4) laying each fiber layer in the mould; 5) mixing epoxy resin and a curing agent, and degassing; 6) injecting glue; and 7) pressure forming and curing. The process has the advantages that the dimension of a gasket can be ensured by the dimension of the mould without lapping because of the adoption of mould forming, the micro air gap of the final product is reduced because of the adoption of a degassing process, and the requirements on electric insulation, mechanical strength, surface form and position tolerance and leak resistance are satisfied.

The invention discloses a method for grading surrounding rocks based on laser scanning technology, comprising the steps of: scanning the surrounding rocks to obtain three-dimensional space point cloud data and laser echo intensity of the surrounding rocks; The number of rock mass joints and joint spacing are obtained by data calculation to determine the integrity of the rock mass; the uniaxial compressive strength of the rock mass is deduced from the laser echo intensity of the surrounding rock to determine the rock type; according to the determined rock mass integrity degree and rock type, and classify the surrounding rock in combination with the surrounding rock classification standard to obtain the surrounding rock classification grade. The invention can effectively and correctly realize the grading of the surrounding rock of the tunnel, which can be automatically realized through the calculation program, avoids the interference of human factors, can scan the surrounding rock in the whole space, has strong operability, strong anti-interference, high efficiency and convenience, and has wide applicability.

The invention relates to a rapid measurement and analysis method for rock mass structural features of underground engineering. The method comprises the following steps that: step one, a survey area isdetermined based on a survey purpose and the area is divided into a plurality of sub areas by using a large geological structure like a fault as a boundary; step two, a plurality of measuring pointsare divided in the survey area, wherein the measuring points are arranged in the survey area at intervals; step three, according to occurrence characteristics of the joints in the range of the measuring points, dominant joint groups are divided and joint measurement windows are arranged by using the center points of the measuring points as centers based on the trend occurrence characteristics of the dominant joint groups; and step four, the measurement and analysis of the tendency, the inclination angle, the average joint spacing and the average trace length of the joint are carried out basedon the joint measurement windows. Therefore, defects of large field work load, many needed measurement field indexes, and statistic analysis work delay due to the joint information full-sample measurement and statistics of the traditional surveying method are overcome; and the rapid and accurate measurement and analysis of rock mass structure surface of underground space are realized.

The invention discloses a dendrobium officinale bonsai cultivation method. The method comprises the following steps of 1, selecting seedlings of dendrobium officinale, putting a cultivation medium into a pelelith flowerpot, and then planting the seedlings of dendrobium officinale into the pelelith flowerpot; 2, conducting water and fertilizer management; 3, adopting and spraying a 500-2,000 fold paclobutrazol solution with the effective component content accounting for 15% to the plants 1-3 times every 15-20 days at least 7 days after the seedlings of dendrobium officinale are transplanted. By means of the dendrobium officinale bonsai cultivation method, the pelelith flowerpot serves as a cultivation container of dendrobium officinale, since the inside of pelelith has many pores, partial water can be stored and then slowly released to the cultivation medium, the humidity of the medium can be effectively maintained, as is tested, the watering period can be prolonged by 3-7 days under a common indoor environment, and the manual watering frequency is effectively lowered. By spraying paclobutrazol multiple times, the joint spacing of dendrobium officinale is effectively reduced, the situation that dendrobium officinale gets spindling due to insufficient illumination is prevented, and thus the overall ornament value of dendrobium officinale is increased.

The invention discloses a quality grading method for a toppling deformation rock mass, relates to the field of engineering investigation, and solves the problem that the existing rock mass quality grading method cannot completely, accurately and reasonably reflect the quality grade of the toppling deformation rock mass. According to the technical scheme, the quality grading method for the toppling deformation rock mass comprises the steps that firstly, the rock strength, the rock quality index, the joint spacing, the structural plane character and the rock mass integrity degree serve as basic grading indexes and are graded respectively, and according to the influence of the opening degree of a toppling fracture and the structural plane occurrence on engineering, the quality of the toppling deformation rock mass is graded; the method comprises the following steps of: respectively scoring by taking the rock mass quality grade and the rock stratum toppling degree as correction factors, calculating the total score of the quality grade of the toppled deformed rock mass by summing the score values, and finally dividing the rock mass quality grade according to the total score. The method also recommends how to determine the score value of the basic grading index and how to determine the score value of the correction factor. The method is used for quality grading of the toppling deformation rock mass.

The invention discloses an online detecting device and method for a mechanical joint of a whole core tape. The online detecting device comprises a bottom moving roller, a device base, a lower eddy current displacement sensor, a mechanical joint placing hole, a joint spacing detector, a supporting back plate and an upper eddy current displacement sensor. The joint spacing detector is mounted abovea connecting support plate, the supporting back plate is mounted above the joint spacing detector, a data collector is installed below the upper eddy current displacement sensor, an operation controlbox is installed below the data collector, a liquid crystal display is installed below the operation control box, an operation control button is installed below the liquid crystal display, and a high-energy lithium battery pack is installed below the operation control button. The online detecting device and method has the advantages that the mechanical joint of the tape is detected by a machine, detection results can be displayed in real time, the work efficiency is high, the detection speed is fast, and a large amount of manpower and material resources are saved at the same time.

The invention discloses a mechanical connection inner reinforcement joint spacing monitoring device and an operation method, and belongs to the field of building construction. A signal sensor module, a signal induction module and a monitoring display are arranged, the signal sensor module is used for conducting signal collection on the connecting sleeve and the butt-joint reinforcing steel bars which are electrified, and if a gap is reserved in the connector, the resistance at the moment can be ideally explained as the distance between the two butt-joint reinforcing steel bars and the corresponding signal sensor module. If no gap exists, the voltage/resistance signals are voltage/resistance values corresponding to the distances between the two butt-joint reinforcing steel bars and the corresponding signal sensor modules, the signal sensor modules can identify, analyze and process whether the voltage/resistance values are set values or not, and then a buzzing alarm mechanism of a monitoring display is used for warning or not. The problem that in the prior art, defects exist in the aspect of monitoring and early warning of the distance between the mechanical connection inner steel bar connectors can be effectively solved.

The present invention provides a knee joint brace in which frames of the knee joint brace can be mounted in close contact with the attachment surface of the femur and the attachment surface of the tibia even when the attachment surface of the femur and the attachment surface of the tibia are not parallel to each other, and the frames of the knee joint brace can be attached in close contact with the femur and the tibia whereby the body weight can be equally supported even when the brace-attached surface of the femur and the brace-attached surface of the tibia are not located on the same plane due to the abnormal shapes of the femur and the tibia. In addition, the knee joint brace according to the present invention is fixed between the femur and the tibia, and accordingly, has the advantage of enabling a three-dimensional movement of the knee joint of a surgical patient, etc. by assisting the surgical patient, etc. to smoothly perform a rotational movement of the knee joint within a predetermined angular range, as well as a bending movement of the knee joint, while maintaining constant joint intervals.

The invention relates to a front end temperature control valve group of a fan coil of a central air conditioner. The temperature control valve group of the fan coil comprises a tee side-entering areavalve, and a middle cavity communicates with an end opening of the lower side of the tee side-entering area valve; the middle cavity is internally provided with a bottom-passing top-stopping pressuredifferential valve core part, and the middle cavity communicates with the end opening of the upper side of a tee side-entering ball valve; a lower water inlet of the left end of the tee side-enteringball valve communicates with the middle cavity all the time; and an upper water outlet of the left end of the tee side-entering area valve communicates with the middle cavity all the time, and openingand closing of the upper water outlet and the upper water inlet are realized through an area valve core. According to the front end temperature control valve group of the fan coil of the central airconditioner, a pressure difference circulating reflux pipeline is achieved at the front end of the fan coil, and pressure balance of the pipeline is protected; in addition, an extending pipe part andthe tee side-entering ball valve adopt the split structure, and the telescopic distance adjusting function of the front end temperature control valve group meets the connecting problem of different fan coil joint spacings; and the connecting mode is changed, so that the whole assembly makes construction quick, convenient, safe and reliable, and the front end temperature control valve group has very good market promotion value.