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68results about How to "Reduced likelihood of cracks" patented technology

Environment-friendly colorful tile joint mixture and preparation method thereof

The invention discloses an environment-friendly colorful tile joint mixture. The environment-friendly colorful tile joint mixture is characterized by comprising the following components in percentage by weight: 35%-40% of white cement, 40.73%-47.75% of waste porcelain powder, 0-15% of quartz powder, 0-10% of titanium dioxide, 1%-1.5% of re-dispersible emulsion powder, 0.1% of water repellent, 0.15% of water-retaining agent, 0.4% of lignin fiber, 0.1%-0.25% of water reducing agent and 0-2% of pigment. The invention further discloses a preparation method of the environment-friendly colorful tile joint mixture. The consumption of quartz sand and heavy calcium powder is reduced by using the waste porcelain powder as the joint mixture filler; the early strength of the joint mixture is improved by virtue of early strength function of the white cement, so that the construction process requirements are satisfied. The waste porcelain powder is sintered at a high temperature, so that the physical and chemical performances are stable, the volume is stable, and the expansion-shrinkage coefficient is close to that of the tile; the material with the same expansion-shrinkage coefficient is used as the filler, so that the possibility that the tile joint mixture generates cracks can be further reduced.
Owner:厦门路桥翔通股份有限公司

Construction method for fabricated type partition wall based on ALC board

The invention discloses a construction method for a fabricated type partition wall based on an ALC (Adaptive Logic Circuit) board, relating to the technical field of fabricated wall construction. According to the invention, the ALC board can be used in the frequently flooded or easily wetted places, such as a bathroom and a kitchen; in a construction process, no structural column or lintel is additionally arranged on the door and window parts; tools, materials and manpower are saved, so that the purposes of relieving labor intensity and shortening construction period can be achieved; the manual horizontal and longitudinal pressing manner is adopted for mounting battens, so that the combination between the binder and the panel as well as concrete surface is benefited, no higher stress exists on the wall and the joint after the binder is solidified and contracted and the possibility of generating cracks on the wall and the joint is greatly reduced; the anti-cracking treating step is performed at last and anti-cracking cloth is used for reinforcing the joint, so that the connecting effect of the joint is further guaranteed; the mounting for the ALC board is further adjusted and corrected in the construction process, so that the mounting precision of the wall is further guaranteed, the wall is prevented from cracking and the forming quality of the wall is promoted.
Owner:CHINA CONSTR SEVENTH ENG DIVISION CORP LTD

Gold base alloy casting blank melting and casting integrated device and utilization method thereof

ActiveCN103691912AReduce the number of oxide inclusionsEliminate severe oxidationIntegrated devicesCrucible
The invention discloses a gold base alloy casting blank melting and casting integrated device and a utilization method thereof. The gold base alloy casting blank melting and casting integrated device comprises a melting pot, a fireproof material cylinder, a cooling base, an outer cylinder, a heating induction coil and a magnetic stirring device. The utilization method of the gold base alloy casting blank melting and casting integrated device comprises putting gold into the melting pot and inserting the melting pot into the fireproof material cylinder; piping inert gas or reducing gas into the outer cylinder; heating the metal inside the melting pot to be melted through magnetic fields, adding other metal or alloy and performing alloying; enabling the melting pot with the fusant to descend to an annual boss of the cooling base and cooling the fusant to cast the fusant which is gradually solidified from bottom to upper during the cooling process. The gold base alloy casting blank melting and casting integrated device has the advantages of being simple in structure, convenient to operate and low in integral cost and enabling prepared gold base alloy to be uniform in ingredient and less in internal defect. The gold base alloy casting blank melting and casting integrated device and the utilization method thereof have good application prospects.
Owner:NORTHEASTERN UNIV

TSV front end portion interconnection process

The invention discloses a TSV front end portion interconnection process. The process includes preparing a plurality of TSV holes in a substrate by means of the etching technology; preparing insulating layers on the inner walls of the TSV holes and on the surface of the substrate; forming TSV conductive columns in the TSV holes and on the surfaces of the insulating layers through electroplating; eliminating a silicon substrate with a certain thickness including the TSV conductive columns through the CMP technology; carrying out annealing on the TSV conductive columns so that the TSV conductive columns can extrude out of the substrate at a certain height; preparing passivation layers on the substrate and the surfaces of the TSV conductive columns, and eliminating a part of the passivation layers so that the tops of the TSV conductive columns can be exposed out of the passivation layers; preparing a metal interconnection structure of the TSV conductive columns. The TSV front end portion interconnection process reduces or eliminates stress concentration areas at corners of the end portions of the TSV conductive columns, reduces probability that due to stress, delamination and cracks are formed between the insulating layers and the substrate, and meanwhile achieves interconnection of the TSV conductive columns and redistribution layer metal through use of the defect that after the TSV conductive columns are electroplated and processed through annealing, the TSV conductive columns will extrude.
Owner:NAT CENT FOR ADVANCED PACKAGING CO LTD

Prefabricated comprehensive pipe gallery tensioning method

PendingCN109555159AEnsure waterproof and airtight effectPrevent crushingArtificial islandsProtective foundationUtility tunnelRebar
The invention relates to the technical field of prefabricated structures, in particular to a prefabricated comprehensive pipe gallery tensioning method. The prefabricated comprehensive pipe gallery tensioning method is characterized by comprising the steps that a plurality of pipe gallery sections are connected and compressed through prestressed steel bars, a jack and a two-way bracket are used for conducting section-by-section preliminary prestress tensioning on the multiplepipe gallery sections until allpipe gallery sections are tensioned, and thus the multiple pipe gallery sections are mutually spliced and fixed and form a continuous pipe gallery; permanent prestressed tensioning is conducted after completion of preliminary prestressed tensioning, and initial prestressing force is unloaded after completion of the permanent prestressed tensioning. The prefabricated comprehensive pipe gallery tensioning method has the advantages that preliminary prestressed tensioning of the latter pipe gallery section cannot affect the already pipe gallery sections; waterproof components between the pipe gallery sections are always in a compressed state, and the pipe gallery sections are prevented from being crushed while the waterproof sealing effect of the pipe gallery is ensured; and the possibility of cracks in the assembly process of the pipe gallery sections is lowered.
Owner:上海城建预制构件有限公司

Connecting structure and method for joint of new and old concrete members

PendingCN110067311AImprove inspection pass rateSolve the problem of internal force transmissionBuilding material handlingBuilding insulationsSteel barGuide tube
The invention provides a connecting structure and method for the joint of new and old concrete members. The connecting structure for the joint of the new and old concrete members includes a new concrete member and an old concrete members which are oppositely arranged; a construction joint exists between the new concrete member and the old concrete member; first stressed steel bars are horizontallyembedded in the old concrete member, and second stressed steel bars are horizontally embedded in the new concrete member; the first stressed steel bars and the second steel bars are all used for supporting the new concrete member; the first stressed steel bars and the second stressed steel bars are coaxially connected through steel bar connectors, and the steel bar connectors are embedded in theold concrete member and the end parts of the steel bar connectors are exposed on the wall surface, opposite to the new concrete member, of the old concrete member; water expansion water stop strips are arranged on the wall surface, opposite to the new concrete member, of the old concrete member; and concrete is poured into the construction joint between the new concrete member and the old concretemember through a grouting duct and a grouting pipe. The connecting structure and method for the joint of the new and old concrete members is suitable for situations that the buried depth is large, the groundwater level is high, and the construction joints are influenced by the groundwater environment for a long time.
Owner:CHANGJIANG SURVEY PLANNING DESIGN & RES

Reinforced full-blocking-eave bollard

InactiveCN104213542AImprove tethering forceReasonable geometryShipping equipmentDesign standardEaves
The invention relates to a reinforced full-blocking-eave bollard used for wharves and ship locks. The reinforced full-blocking-eave bollard is provided with a base plate, a bollard body and a full-blocking eave. A plurality of anchor bolt countersinks are formed in the base plate, a top hole is formed in the top of the full-blocking eave, the bollard and the full-blocking eave are respectively of a cavity structure, the standard wall thickness of the bollard body is designed to be t, and accordingly the wall thickness of the blocking eave is 0.75t. The reinforced full-blocking-eave bollard is characterized in that a cavity of the bollard body is a conical cavity, the inner diameter D1 of a lower end opening of the cavity of the bollard body is equal to the outer diameter D-2t of the bollard body, and the inner diameter D2 of an upper end opening of the cavity of the bollard body is equal to the outer diameter D-1.5t of the bollard body. A cavity is formed in the base plate, the wall thickness of the top face of the cavity of the base plate is kept to be t, and the lateral wall thickness is larger than or equal to t. A reinforcing table is arranged at the position, located in each anchor bolt countersink, of the cavity of the base plate. The reinforced full-blocking-eave bollard overcomes the casting defects that an existing full-blocking-eave bollard is unreasonable in structural design and shrinkage, contraction cavities, cracks and the like are prone to being generated, solves the problem that material waste is high, and is mainly used in the places such as the wharves and the ship locks for ship cable mooring.
Owner:HUANGSHI ONTIME ELECTROMECHANICAL

Reinforced unidirectional-blocking-eave bollard

InactiveCN104213541AReasonable geometryReduce thermal junctionShipping equipmentEavesEngineering
The invention relates to a reinforced unidirectional-blocking-eave bollard used for wharves and ship locks. The reinforced unidirectional-blocking-eave bollard is provided with a base plate, a bollard body and a unidirectional-blocking eave. A plurality of anchor bolt countersinks are formed in the base plate, a top hole is formed in the top of the unidirectional-blocking eave, the bollard and the unidirectional-blocking eave are respectively of a cavity structure, the standard wall thickness of the bollard body is designed to be t, and accordingly the wall thickness of the blocking eave is 0.75t. The reinforced unidirectional-blocking-eave bollard is characterized in that a cavity of the bollard body is a conical cavity, the inner diameter D1 of a lower end opening of the cavity of the bollard body is equal to the outer diameter D-2t of the bollard body, and the inner diameter D2 of an upper end opening of the cavity of the bollard body is equal to the outer diameter D-1.5t of the bollard body. A cavity is formed in the base plate, the wall thickness of the top face of the cavity of the base plate is kept to be t, and the lateral wall thickness is larger than or equal to t. A reinforcing table is arranged at the position, located in each anchor bolt countersink, of the cavity of the base plate. The reinforced unidirectional-blocking-eave bollard overcomes the casting defects that an existing unidirectional-blocking-eave bollard is unreasonable in structural design and shrinkage, contraction cavities, cracks and the like are prone to being generated, solves the problem that material waste is high, and is mainly used in the places such as the wharves and the ship locks for ship cable mooring.
Owner:HUANGSHI ONTIME ELECTROMECHANICAL

Construction method for large cast-in-situ reinforced concrete water inlet channel

InactiveCN102296570BWill not cause serious delays in the construction periodShorten the construction periodArtificial water canalsInlet channelReinforced concrete
The invention relates to a construction method for a large cast-in-situ reinforced concrete water inlet channel. The construction method comprises the following steps: the construction of concrete near the water inlet channel is divided into five main parts, wherein the construction of the concrete around the water inlet channel adopts integral layered casting, the secondary pouring in the traditional casting process is eliminated, and the integration of the concrete around the water inlet channel is ensured; for the parts at which the concrete at the bottom of the elbow of the water inlet channel is not easily vibrated, a vibration guiding device is bound in advance when the parts pass through the bound steel bars, so that the density of the compact at the bottom is realized, and simultaneously a method for combining supporting and pulling is adopted for reinforcing a water inlet channel template. According to the construction method, the condition that a plurality of more complex construction areas are not mutually influenced can be guaranteed, so that the construction period is shortened, the possibility of large-volume concrete cracks is reduced, and the construction accuracy of the whole water inlet channel, the floating deformation resistance of the template in the construction process and the quality of products are better guaranteed. The construction method can be widely applied in construction of the large cast-in-situ reinforced concrete water inlet channel.
Owner:CHINA CONSTR SECOND ENG BUREAU LTD
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