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445results about How to "Guaranteed support strength" patented technology

tree support device

The invention relates to a gardening tool, in particular to a tree support device for protecting trees. The tree support device comprises an enclosing hoop which revolves around a tree trunk and a support rod connected with the enclosing hoop, wherein a flexible woven belt of the enclosing hoop is provided with a lap joint piece; the lap joint piece has a rigid structure, and the support rod is fixed to the periphery of the enclosing hoop by a fastening screw; the flexible woven belt is arranged around the periphery of the tree trunk, and is connected by a belt fastener; a belt tightening device is arranged on the belt fastener additionally; a scroll of the belt tightening device entering in the belt fastener is buckled with the belt fastener through a slot arranged on the belt fastener; one end of the scroll enters a housing of the belt tightening device; a group of turbine and worm are arranged in the housing of the belt tightening device; the turbine is arranged on the scroll of the housing; the worm and the turbine are meshed; one end of the worm crosses the housing, and the out end, of a hexagonal shape, is matched with a rotary handle. The tree support device has a simple structure and good support effect, the flexible woven belt which revolves around a tree walk can be tightened or released easily by the belt tightening device, and the support device can be installed quickly, simply and conveniently on site, so time and labor are saved.
Owner:HANGZHOU ZHONGYI ECOLOGICAL ENVIRONMENTAL ENG CO LTD

Method for automatically constructing support of confined concrete arch center for underground tunnel

The invention discloses a method for automatically constructing support of a confined concrete arch center for an underground tunnel. The confined concrete arch center at least comprises two sections, adjacent sections are hinged at joints, the contact surfaces of joints of two adjacent sections are structures matched with each other, the structure of the contact surface of one section is a convex structure, while the structure of the contact surface of the other section is a concave structure matched with the convex structure, a structure is arranged between the convex structure and the concave structure and is used for engaging and fixing the two structures when the two structures are in a matched state, and each section is of a composite structure of which square steel or round steel is filled with concrete. The arch center adopting a foldable mode can be automatically unfolded in the constructing process, does not need manual field splicing, and is safe and efficient; and the concave structure and the convex structure which are matched with each other are arranged on contact surfaces of the joints, and the engaging structures are arranged, so that the confined concrete arch center is automatically engaged when being extended, construction is facilitated, and the support strength of the confined concrete arch center is guaranteed.
Owner:SHANDONG UNIV

Obligate cavity channel gob-side entry retaining wall filling method

An obligate cavity channel gob-side entry retaining wall filling method is characterized in that a cylinder hole is obligated on a formwork, a thin-wall steel cylinder penetrates through the formwork, a lane is located on the high position, a goaf area us located on the low position, a filling wall with a cavity is formed after filling, wall using materials are reduced, and wall strength is not influenced. An open-close door is installed at the hole opening, when the lane deforms, cannot normally use and needs to conduct dinting, a large quantity of gangue produced after lane dinting can be thrown to the inside by opening the door, and the lane is distributed in an air return along groove. Due to existence of a coal bed pitch, inbreak gangue surges up the goaf area of the transportation along grooves under the effect of gravity, in addition, side direction breaking is carried out on the top plate during caving, a lateral breaking angle is formed, a space at a button angle of the filling wall enables the inbreak gangue to be unable to achieving a filling area, a great quantity of spaces are left on the filling wall side, throwing gangue directly enters the goaf area under the effect of gravity, and deposit spaces are provided for processing undercover gangue.
Owner:CHINA UNIV OF MINING & TECH

Building pillar removing device and method

The invention discloses a building pillar removing device and method. The building pillar removing device and method aim to overcome the defects that after existing house building pillars are removed, the influence on the structural strength of a house is large, the supporting strength at the pillar removing position of the house is lowered, and then the service life of the house is shortened. Before the pillars are removed, surrounding pillars and a cross beam or a floor need to be subjected to prestress concrete reinforcement, prestress steel strands are installed in prestress concrete, and each prestress steel strand penetrates through self-locking sleeves on self-locking plates and then the self-locking sleeves are backwards compressed; then jacking hydraulic cylinders are installed on the self-locking plates, and each prestress steel strand penetrates through locking sleeves on jacking plates and the locking sleeves are backwards compressed, so that the prestress steel strand is tightly clamped in the locking sleeves; and the jacking hydraulic cylinders at the two ends of the steel strands are started synchronously and push jacking pistons to outwards tension the prestress steel strands, and when it is detected that pressure borne by the pillars to be removed is within the safety removing range, the pillars to be removed are cut off and removed.
Owner:GEOTECHN TECH

Flexible supporting device and flexible supporting pieces of photoetching machine

The invention belongs to a flexible supporting device and flexible supporting pieces of a photoetching machine. Each flexible supporting piece comprises a top block, a flexible connecting mechanism and bottom blocks, wherein the top block is connected with an objective lens; the bottom blocks are connected with a main base plate; the flexible connecting mechanism comprises two flexible connecting pieces; the flexible connecting pieces are arranged between the top block and the bottom blocks to form a herringbone or inverted-T-shaped flexible supporting piece; each flexible connecting piece is a frame structure with an internal beam or a beam structure with a flexible hinge. The flexible supporting device comprises a first flexible supporting piece, a second flexible supporting piece and a third flexible supporting piece, wherein the three flexible supporting pieces are distributed at three intersection points of an isosceles triangle; the objective lens is arranged in the center of the triangle. According to the technical scheme provided by the invention, the overall modal of an assembly of the objective lens and the main base plate is smaller than 30Hz by virtue of the adopted flexible supporting pieces and the positional layout of the flexible supporting pieces. Each flexible supporting piece is ultralow in rigidity and sufficient in supporting strength, and meanwhile, the stress concentration is avoided.
Owner:SHANGHAI MICRO ELECTRONICS EQUIP (GRP) CO LTD

Construction method for advance grouting and supporting for tunnel partial collapse

The invention discloses a construction method for advance grouting and supporting for tunnel partial collapse, and relates to the technical field of tunnel construction. Based on back pressure backfilling, sleeper stacks are used for further supporting the part which have the quickest and largest deformation and is the most unstable in the initial supporting, so that the fact that the entire steelarch wholly collapses from the arch part and causes the currently stable steel frame on the left side of the line to damage together is avoided, and the collapse range and intensity are controlled; the grouting reinforcement is carried out to the deformed section surrounding rock, so that the aims that the deformation is controlled and the safe replacement of the deformed limit invasion steel frame is guaranteed are achieved, and better supporting effect is realized; a butterfly arch is used to better conform to the practical situation of the site surrounding rock, so that the supporting forthe unstable surrounding rock at the single side deformation section is strengthened, and the fact that the supporting intensity meets the site requirements is guaranteed; the advance supporting measures are adopted to improve the front surrounding rock integrity and self stabilization capability, and the construction safety is guaranteed; different from the traditional manner of total-ring arch replacement, the cost is low, the adaptability is high and the generalizability is high.
Owner:CHINA RAILWAY 18TH BUREAU GRP CO LTD

Mine grouting anchor cable supporting method

ActiveCN106321124AGuaranteed support strengthTension and pretension in timeAnchoring boltsHigh stressDrill hole
A mine grouting anchor cable supporting method comprises the steps of manufacturing a grouting anchor cable tie, wherein the grouting anchor cable tie is composed of multiple anchor cable bodies, a conical grouting stopping plug, a tray, a lock, an end anchor grouting stopping plug, an anchor cable fixing frame, a tightening ring and the like. An anchor cable body comprises an end anchor grouting anchor cable body, a full-anchor grouting anchor cable body and an exhaust grouting anchor cable body, and the three grouting anchor cable bodies are combined to replace a common anchor cable body; 2, installing and supporting the grouting anchor cable tie, wherein the end anchor grouting stopping plug is sleeved with the end anchor section of the anchor cable tie, the grouting anchor cable tie is fed into a drilled hole, a barb hook hooks the wall of the hole, and the conical grouting stopping plug, the tray and the lock are sequentially installed; grouting of the end anchor section is performed by means of the end anchor grouting cable body, and air is exhausted through the full-anchor grouting anchor cable body; after grouting of the end anchor section is solidified, the lock is used for tensioning and pre-tightening the anchor cable tie; the full-anchor grouting anchor cable body is used for performing grouting on the full anchor section, and the exhaust grouting anchor cable body is used for exhausting air. The method is applicable to ultra-soft cracking and deep high stress roadway supporting, and can achieve ultra-long deep strong anchoring. The cable body is provided with a core tube so that end anchoring, full-anchoring grouting and air exhausting can be achieved, and construction is greatly simplified.
Owner:中国平煤神马控股集团有限公司 +1

Rockery construction method

The invention relates to the field of constructional engineering, and discloses a rockery construction method. The rockery construction method comprises the following steps of 1, foundation punning and reinforcing, wherein timber piles with the side walls coated with hemp threads are fixed to a foundation according to a contour line of the bottom surface of a rockery body, and a concrete layer ispoured on the foundation through concrete to enable the timber piles to be coated; 2, rockery skeleton making, wherein supporting wooden pillars are installed on the concrete layer according to the scale height of rockery peaks, the supporting wooden pillars are coated with hemp threads, and meanwhile, a modeling rebar frame is installed on the concrete layer and coated with the hemp threads, anda covering steel plate mesh is installed on the modeling rebar frame; 3, shaping, wherein the rockery body is poured on the portion, located in the covering steel plate mesh, of the concrete layer through concrete; and 4, batched plastic coloring. The rockery construction method has the following advantages and beneficial effects that the timber piles, the supporting wooden pillars and rebars areprevented from reacting with moisture and oxygen which enter a rockery through concrete gaps by means of coating of the hemp threads, the supporting strength of the timber piles and the rebars is guaranteed, and the service life of the rockery is prolonged.
Owner:绍兴壹佳建设有限公司

Surrounding rock reinforcement method for junction tunnel section in upper-soft lower-hard stratum constructed adopting shield method and mining method

The invention discloses a surrounding rock reinforcement method for a junction tunnel section in an upper-soft lower-hard stratum constructed adopting a shield method and a mining method. The method comprises the steps that 1, tunnel face grouting reinforcement is carried out, specifically, grouting reinforcement is carried out on stratum in front of an excavation face of an upper tunnel body by adopting grouting pipes; 2, junction surface grouting reinforcement is carried out, specifically, grouting reinforcement is carried out on the reinforced stratum by adopting sleeve valve pipes; 3, tunnel arch part advanced support is carried out, specifically, advanced support is carried out on an arch part of the junction tunnel section; 4, grouting pipe removal is carried out; and 5, tunnel faceplugging is carried out, specifically, a tunnel face is plugged through concrete backfilling, and a tunnel face plugging structure is obtained. The method is reasonable in design, simple and convenient to construct and good in use effect, and surrounding rock of the junction tunnel section is effectively reinforced by the method of combining the surface grouting reinforcement with the in-tunnel reinforcement so that the mechanical property of the surrounding rock can be effectively improved; and the tunnel face of the junction tunnel section is reliably plugged before and after reinforcement so that tunnel safety construction can be effectively guaranteed, and ground settlement caused by excavation can be effectively reduced.
Owner:THE FOURTH ENG CO LTD OF CHINA RAILWAYNO 20 BUREAU GRP

Auxiliary support structure and application method thereof for laser selective forming of suspended plane

The invention discloses an auxiliary support structure and an application method thereof for laser selective forming of a suspended plane and belongs to the technical field of additive manufacturing.The auxiliary support structure comprises at least one back-up block. A first supporting plane, a second supporting plane and a suspending plane are arranged on the back-up block. The first supportingplane is used for connecting a suspending plane of a product and supporting the suspending plane. The second supporting plane is used for connecting an inner surface of the product. The plane of thesuspending plane is crossing with the first supporting plane and the second supporting plane. Due to the suspending plane, the volume of the support structure can reduce more than 40%, the forming time of the auxiliary support structure is reduced, the volume of the row material is reduced. The cost of production is saved. Meanwhile, the probability of a partial disintegrate and collapse of the auxiliary support structure for laser selective forming of suspended surface in forming process are significantly reduced. The probability of wrapping and deforming is also significantly reduced. The qualified rate is improved.
Owner:CAPITAL AEROSPACE MACHINERY +1

Integrated construction method of cast-in-place box beam inclined web formwork

The invention discloses an integrated construction method of a cast-in-place box beam inclined web formwork. The method includes the steps that firstly, the installation of a cast-in-place box beam ring lock support and bottom plate transverse I-steel is carried out; then, a plurality of inclined web supporting frames are installed on the corresponding bottom plate transverse I-steel respectively,and after the installation is completed, the length of adjustable supporting beams of the inclined web supporting frames is adjusted to ensure that the included angle between an inclined web and a bottom plate meets the installation drawing requirements of the inclined web; finally, the installation of the inclined web formwork is carried out, and acceptance inspection is carried out. According to the method, the inclined web supporting frames are adopted for supporting and positioning the inclined web formwork to ensure that the installation of the inclined web meets the drawing requirements, fixed supporting beams of the inclined web supporting frames are used for supporting an inclined web form and a chamfered arc form, and thus the supporting rigidity and strength are guranateed. Theconstruction method of the cast-in-place box beam inclined web formwork is simple, the installation is fast, the construction process is greatly simplified, and the construction cost is greatly reduced.
Owner:THE SECOND CONSTR OF CTCE GROUP +1

Convenient-to-move 3D holographic projection equipment for cultural transmission, exhibition and display

The invention discloses a convenient-to-move 3D holographic projection equipment for cultural transmission, exhibition and display. The 3D holographic projection equipment comprises a moving frame, astorage box is fixedly connected to the top of the moving frame, a display rack is arranged at the top of the storage box, guide assemblies are arranged at the four corners of the bottom of the display rack, an adjusting screw rod is arranged in the center of the bottom of the display rack, a conversion assembly is arranged in the display rack, electric push rods are fixedly connected to the fourcorners of the top of the display rack, and a mounting base plate is fixedly connected among the output ends of the four electric push rods. Two pressing bolts are adjusted through the conversion assembly to enable an adjusting block to horizontally ascend and descend, and conversion between the cleaning adjusting state and the storage state is achieved. Through the cooperation of a mechanical structure and the electric push rods, storage and installation of the device are facilitated, and use is convenient. In the storage and installation process, an upper cleaning assembly and a lower cleaning assembly can conveniently clean a transparent film plate, and work is more efficient while the display imaging effect is guaranteed.
Owner:安徽知本文化科技有限公司

Waste mercury recovery and purification device and use method thereof

The invention discloses a waste mercury recovery and purification device and a use method thereof. The waste mercury recovery and purification device comprises a control mechanism, a vibration sieving mechanism and a filtering and solution storage mechanism. According to the invention, waste mercury solution can be purified through combination and adjustment, thus generation of toxic wastes is reduced, the inventory rate of hazardous wastes is decreased, the cost of experimental materials is reduced, and the usage rate of mercury is increased; the traditional purification method is broken through, and an organic solvent and high-temperature operation or low-temperature operation are not required, thus the purification method is expanded; high-strength polytetrafluoroethylene plastic is used, thus the support strength is ensured, and moreover, the high-strength polytetrafluoroethylene plastic is corrosion-resistant, free from reacting with mercury, light in weight, and convenient to move and carry; and in the invention, a physical sieving method is utilized, and has the advantages of being high in safety, high in purification effect, simple in equipment and method, low in cost, convenient to move, convenient to operate, easy to popularize and use, and the like compared with the existing purification technologies of vacuum distillation, acid-base washing, and the like.
Owner:苏交科集团(江苏)安全科学研究院有限公司

Shallow reinforcement and deep injection supporting method for rapid excavation of broken roof large-section roadways

InactiveCN110566226ARealize grouting reinforcement workRealize safe excavation construction workUnderground chambersTunnel liningInjected materialHigh pressure
The invention discloses a shallow reinforcement and deep injection supporting method for rapid excavation of broken roof large-section roadways. The shallow reinforcement and deep injection supportingmethod comprises the following steps: (1) a shallow part glue-injecting reinforcing process is carried out, specifically, glue-injecting operation of shallow part drill holes is conducted on the broken roofs in the roadways, the multiple shallow part drill holes subjected to glue-injecting operation form shallow part glue-injected areas of the broken roofs in the roadways, and after grace glue-injecting materials in the shallow part glue-injected areas are solidified, shallow part reinforcing is conducted on the broken roofs; and (2) a deep part anchorage and injection integrated constructionprocess is carried out, specifically, after the grace glue-injecting materials in the shallow part glue-injected areas are completely solidified, high-pressure grouting operation of left anchor rod drill holes and right anchor rod drill holes is conducted on left roadway sides and right roadway sides in the roadways, and then high-pressure grouting operation of top anchor rod drill holes and anchor cable drill holes is conducted on the broken roofs in the roadways successively. The excavated broken roof large-section coal roadways and rock roadways can be effectively supported in time, the effect of supporting operation and the supporting strength are improved.
Owner:HENAN POLYTECHNIC UNIV

Construction method of lane filling retained roadway

The invention discloses a construction method of a lane filling retained roadway and belongs to the technical field of coal mining construction processes. The construction method of the lane filling retained roadway can modify a transportation roadway of a former working face with low construction cost rapidly and easily and reserve the transportation roadway of the former working face as an air return roadway of a next working face. The construction method comprises the following steps that waste mine materials exhausted from a mine are manufactured into concrete block materials, then cleaning and foundation processing are carried out on a roadway bottom board lagging 1-2 m behind an outlet below the working face according to the coal mining progress and the mining step pitch, a filling body not thinner than 50 cm is laid in a gradual extending mode in the mining direction, a pressure bearing bottom clearance is preserved between the filling body and a roadway roof, then the preserved pressure bearing bottom clearance is filled with elastic cushion materials, the lane filling retained roadway work of one step pitch is finished after the pressure bearing bottom clearance is sealed, and the steps a-d are carried out repeatedly according to the mining step pitch until the whole lane filling retained roadway work is finished.
Owner:四川川煤华荣能源有限责任公司小宝鼎煤矿

Novel building powder angle-of-repose testing device and using method

The invention discloses a novel building powder angle-of-repose testing device and a using method. The novel building powder angle-of-repose testing device comprises a control mechanism, a measuring mechanism, a supporting mechanism and a material conveying mechanism. The supporting mechanism is used for supporting the control mechanism, the measuring mechanism and the material conveying mechanism which are arranged on the upper portion. The control mechanism is in communication connection with the supporting mechanism and the material conveying mechanism. According to the novel building powder angle-of-repose testing device, the angle of repose of powder can be automatically worked out according to height and diameter data, and the defects that in the prior art, manual operation repeatability is poor, and testing precision is not high are avoided. To further guarantee the testing process precision, a dust cover is arranged on the upper portion of a material storage barrel, and pollution caused by mixing impurities is avoided. The material storage barrel is made of high-intensity FRP, and the state of the powder inside the material storage barrel can be observed in real time while the supporting intensity is guaranteed. The whole device is compact in structure, less space is occupied, the device is convenient to move when not needed, and angles of repose of all kinds of powder can be tested conveniently.
Owner:苏交科集团(江苏)安全科学研究院有限公司
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