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317results about How to "Solve the cracking problem" patented technology

Polyphenyl plate thinly plastered external insulation system of outer wall

The invention relates to a polyphenyl plate thinly plastered external insulation system of an outer wall, comprising a wall structure layer. The polyphenyl plate thinly plastered external insulation system of the outer wall is characterized in that the wall structure layer is sequentially provided with a heat insulation layer, a crack-resistant protection layer and a finishing coat outside the wall structure layer , wherein the insulation layer is formed by bonding slurry and flame-resistant type expansion polyphenyl plate; the crack-resistant protection layer is formed by crack-resistant mortar and glass fiber alkali-resistant grids; the finishing coat is outer wall flexible putty; tray rivets are arranged on the glass fiber alkali-resistant grids and connected with the wall structure layer; and the finishing coat is formed by crack-resistant mortar, flexible tile bonding agent and tile. The invention has the advantages of solving a the problems of cracking between the crack-resistant protection layer and the finishing coat, the stress concentration and the shrinkage distortion of the insulation layer and the crack-resistant protection layer, and the ageing resistance and durability of the crack-resistant protection layer and the finishing coat.
Owner:上海浩赛干粉建材制品有限公司

Temperature gradient controlled mass concrete for bridges

The invention discloses a temperature gradient controlled mass concrete for bridges. The mass concrete comprises an inner layer of low-temperature rise anti-crack concrete I, a middle layer of low-temperature rise anti-crack concrete II and an outer layer of high-tenacity high-crack resistance concrete from the inside to the outside. According to the mass concrete disclosed by the invention, under combination of the low-temperature rise anti-crack concrete (the inner layer of low-temperature rise anti-crack concrete I and the middle layer of low-temperature rise anti-crack concrete II) and the high-tenacity high-crack resistance concrete structure, hydration heat of cementing materials on various layers is respectively absorbed through the characteristics of a high phase-transition temperature of a composite temperature control material in the inner layer of low-temperature rise anti-crack concrete and a low phase-transition temperature of a composite temperature control material in the middle layer of low-temperature rise anti-crack concrete; the inside and the middle temperatures of the concrete are lowered; meanwhile, different thicknesses and layout forms of two concrete materials are optimized and designed; reduction of the temperature difference between the layers is achieved; the overall temperature stress level is reduced; the technical problem of crack of the mass concrete widely existing in bridge engineering can be effectively solved; and the temperature gradient controlled mass concrete for the bridges is applicable to popularization and application.
Owner:HUBEI UNIV +1

Construction method for preventing vertical cracking between main structure and filled wall

The invention discloses a construction method for preventing vertical cracking between a main structure and a filled wall. After the construction of the main structure is finished, the construction of the filled wall is implemented; when the filled wall is constructed, the side surface of the filled wall in connection with the main structure is made into a zigzag structure; a tension rib in the filled wall penetrates a reserved combination column space to be connected with the main structure at the side surface; a combination column template is supported at the reserved combination column space, and plain concrete is poured and vibrated tightly to form a combination column; and the filled wall and the main structure are connected as a whole through the combination column. The plain concrete combination column is poured between the side surface of the filled wall and the main structure, and the combination column is connected with the main structure through the same material and engaged with the filled wall through the zigzag structure, therefore, the problem of cracking caused by insufficient engaging force between the main concrete structure and the filled wall and the shrinkage of the dissimilar materials of the wall is successfully solved; meanwhile, the combination column can effectively adjust the line snapping size and reduce the loss rate of the building blocks.
Owner:ZHONGTIAN CONSTR GROUP

Slipping type seamless telescopic device

The invention discloses a slipping type seamless telescopic device. A telescopic seam is arranged between main beams, upper surfaces of the main beams are provided with comb plates, and the comb plate arranged at the upper part of the telescopic seam is a trans-seam comb plate, and a fixing comb plate is connected with the trans-seam comb plate; a top paving layer is arranged at the upper part of the trans-seam comb plate, and both sides of the top paving layer are respectively provided with elastomer prefabricating blocks; left and right sides of the elastomer prefabricating blocks are respectively arranged with bituminous concrete paving layers. The slipping type seamless telescopic device and a bridge face paving layer can be formed to be a continuous body, so as to guarantee stable and comfortable driving; the driving noise is small and waterproof performance is good, and the slipping type seamless telescopic device is convenient to clean and remove snow, and other maintaining works; the structural design is more reasonable, and construction is convenient; the comb plates are respectively arranged beneath the paving layer and above the main beam, and can be fixedly moved; and thereby, the problem of empty lower part of the tooth end of the comb plate is effectively solved, and the shortcoming that the traditional seamless telescopic device is easy to crack is overcame.
Owner:JSTI GRP CO LTD +1

Construction method for external heat preservation of concrete wall

The invention provides a concrete wall exterior heat preservation method which includes the following steps: A, prefabricating a bearing mesh plate: welding a deflected sandwich reinforced steel crosslinked mesh frame plate on a reinforced steel crosslinked mesh production line and transporting the welded deflected sandwich reinforced steel crosslinked mesh frame plate to the construction plant; B, assembling the bearing mesh plate: after the deflected sandwich reinforced steel crosslinked mesh frame plate is hoisted to the construction plant, colligating and connecting the anchoring bars, the girders and the reinforcing steel pillars, which are pre-left on the interior wall, with the anchor bars of the deflected sandwich reinforced steel crosslinked mesh network frame plate; C, directly spraying concrete with thickness of 3-10cm on one side of the deflected sandwich reinforced steel crosslinked mesh frame plate with flat griddings and intersected inclined wires as support to the framework; D, fixing the template at one side of the deflected sandwich reinforced steel crosslinked mesh frame plate through a flat reinforced steel mesh at the other side, and when the thickness of the concrete in step C reaches the desirable thickness, jetting concrete on one side of the template; E, after the surface of the wall is sprayed, jetting self-compacting concrete on the girders and the pillars. The method sprays concrete at the internal side and the external side of the exterior wall which needs heat preservation and bears weight step by step and can save large amount of templates and meanwhile shortens construction period, reduces project cost and effectively solves the problem that the exterior concrete protection layer outside the heat preservation layer cracks.
Owner:张晶廷

Face rockfill dam toe board structure constructed on completely weathered bed rock and construction method thereof

The invention relates to a face rockfill dam toe board structure constructed on a completely weathered bed rock and a construction method thereof. The invention aims at providing a face rockfill dam toe board structure constructed on a completely weathered bed rock and a construction method thereof. Due to the invention, a face rockfill dam toe board can be directly built on the completely weathered bed rock, thereby guaranteeing the safety of a dam body with the minimum project investment and the shortest construction period. The technical solution is as follows: the face rockfill dam toe board structure constructed on the completely weathered bed rock comprises a concrete toe board constructed on the completely weathered bed rock, wherein the toe board is downstream provided with an impervious connecting board; the top part of the impervious connecting board and a downstream pavement extend to filter material at the food of a downstream dam; an impervious blanket and waste residues are spread on the upper surface of the toe board; retraction gaps are arranged on the completely weathered bed rock and adjacent strongly-weathered or weakly-weathered bed rocks; and still water is arranged in the gaps. The face rockfill dam toe board structure is mainly used for face rockfill dam projects associated with deep and thick completely weathered bed rocks of two banks in conservancy andhydropower engineering.
Owner:POWERCHINA HUADONG ENG COPORATION LTD

160MPa super-strength concrete with high cracking resistance and high fluidity

ActiveCN104860613AFunctional requirements for bulletproof penetrationImprove crack resistanceSolid waste managementHigh strength concreteFiber
The invention relates to 160MPa super-strength concrete with high cracking resistance and high fluidity to meet performance requirements such as premixing production, on-site pumping construction and anti-bounce capability. The concrete comprises the following components by weight (kg / cm<3>): 645-680kg of cement, 280-300kg of mineral powder, 160-190kg of coal ash, 252-283kg of silica ash, 980-1,080kg of natural sand, 238-260kg of steel fiber, 40-48kg of an additive and 160-169kg of mixing water, wherein the additive is a high-performance polycarboxylic water reducer. The slump flow of the concrete is kept within 750mm+ / -50mm within 3h, the 56d normal-curing compression strength is above 160MPa, the 56d normal-curing breaking strength is above 25MPa, and the concrete can be produced and prepared in a large scale on the basis of a common concrete mixing technology and can be transported to a construction site within 25km by a mixer truck. According to the 160MPa super-strength concrete, the problems of large-scale automatic production and preparation and remote on-site pumping and pouring construction are solved, and abundant ultrafine natural sand accumulated in the Yangtze River basin can be fully utilized.
Owner:SHANGHAI CONSTR BUILDING MATERIALS TECH GRP CO LTD

Making method of semi-flexible printed circuit board

The invention provided a making method of a semi-flexible printed circuit board. The making method comprises the steps of: preparing an inner-layer rigid circuit board, wherein the inner-layer rigid circuit board is divided into a flexible region and a non-flexile region, and a circuit pattern is well made on the inner-layer rigid circuit board which is provided with a first circuit layer; laminating a layer of flexile insulation substrate and a first copper foil, wherein the flexible insulation substrate is located between the first circuit layer and the first copper foil; making a first outer-layer circuit on the first copper coil; printing first ink on the non-flexible region of the first outer-layer circuit to form a first soldermask layer, and printing second ink on the flexible region of the first outer-layer circuit to form a second soldermask layer; and removing a rigid part formed in the circuit board by using a routing process. In the making method provided by the invention, the second ink is printed in the flexible region, so that the problem that a solder resist cracks during board bending is solved. In the flexible region, the rigid layer is removed through depth control, a processing method is simple and a product is high in reliability.
Owner:KALEX MULTI LAYER CIRCUIT BOARD (ZHONGSHAN) CO LTD

Side pole novel forming technology and mould

The present invention discloses a novel side post molding art work and relevant mold characterized in that: the mold comprises an upper mold plate and a lower mold plate; the blank is placed on the lower mold plate; the blank is adjusted to a right position, the sliding block of the press moves downward, driving the upper mold to move downward. During the course of downward moving of the upper mold, a male mold firstly goes in contact with a knockout punch, and the panel is firmly clamped; when the male mold moves on downward, the air cushion of the press shrinks synchronously, driving a push off pin and the knockout punch to move downward synchronously, and press the middle panel with a constant pressure together with the knockout punch; at the same time the two side panels go in contact with the embedded blocks of a female mold. Along with the gradual downward motion of the male mold, the panels are pulled deep into a cavity formed by the embedded blocks of the female mold. When the pull process is over, the sliding block goes upward, and the male mold separates from the knockout punch; the knockout punch is pushed by the push off pin to push the working piece out of the cavity formed by the embedded blocks of the female mold, and a working circulation.is finished. Parts produced by adopting the mold and art work regarding the invention have high molding accuracy, stable size, external shape pleasing to the eye ,and ensure the planeness requirement of a side wall.
Owner:CRRC CHANGCHUN RAILWAY VEHICLES CO LTD

Collection unearthed historical site relic in-situ environment water supplement protection system and water supplement method

The invention discloses a collection unearthed historical site relic in-situ environment water supplement protection system and water supplement method. The collection unearthed historical site relic in-situ environment water supplement protection system is composed of a water purification device, a water temperature regulation and control device and a water supplement tail end device. The water purification device is utilized for conducting purification treatments such as filtration, algae removal and sterilization on urban water supply. According to signals fed back by a temperature sensor buried in soil, the water temperature regulation and control device is utilized for regulating and controlling the temperature of supplemented water so as to ensure that the temperature of the supplemented water is consistent with the temperature of the soil environment of a historical site. A soil water content sensor, a soil temperature sensor, a flow control valve and the water supplement tail end device composed of macromolecule water-absorbent resin are utilized for conducting slow permeation and water supplement on the historical site and the soil environment of the historical site so as to supplement water loss slowly evaporated by the unearthed relic and to maintain the wet in-situ environment formed before the relic is unearthed, and therefore seasoning crack damage, caused by water loss, to the historic site relic is avoided, and the unearthed historical site relic can be stored for a long time.
Owner:XI AN JIAOTONG UNIV
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