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139results about How to "Shorten pouring time" patented technology

Automation control method for tunnel lining construction

Disclosed is an automation control method for tunnel lining construction. A control system integrates all information collecting and control procedures of a traveling mechanism, a hydraulic system, aconcrete distribution device, a vibrating device, a temperature sensor, a flowmeter, a video monitor and a pressure sensor, is equipped with a GPRS wireless data transmission module, and can collect and upload information in the casting process of a tunnel lining to a project department monitoring room. The distribution device can be connected with a plurality of distribution pipes in series, thetemperature sensor is used for detecting the concrete casting temperature, and the flowmeter is used for collecting the concrete casting quantity and implementing automatic control over casting. The video monitor monitors real-time work picture information, and collects and transmits the real-time work picture information to the project department monitoring room. The vibrating device achieves vibrating automatic control operation for concrete. The pressure sensor detects and collects pressures of all points in the concrete casting process and displays the casted height of the concrete. The control system conducts concentration analysis on data collected in the casting process of the tunnel lining, gives out a control instruction, and uploads the detected data to the project department monitoring room.
Owner:中铁隧道勘察设计研究院有限公司

Process for casting gearbox body of centrifugal compressor

A process for casting a gearbox body of a centrifugal compressor comprises the following steps: 1), preparing a mould box, wherein a gearbox adopts two resin sand box molds, a plurality of U-shaped ceramic pipes are arranged on the parting surface of the lower box, two ends of each U-shaped ceramic pipe are connected with a filter and a horizontal runner, a U-shaped ceramic pipe is arranged at the bottom of the lower box, and two ends of the U-shaped ceramic pipe at the bottom of the lower box are connected to the horizontal runner and a flange at the bottom of the lower box, so as to form an upper stepped inner runner, a middle stepped inner runner and a lower stepped inner runner for feeding iron liquid; 2), carrying out brushing or flow coating, that is, conducting brushing or flow coating on a cavity and a mud core; 3), carrying out mold assembling, wherein residual sand in the cavity and the mud core is cleaned up, the mud core is lowered into the cavity smoothly, a filter disc is placed into a filter, a box sealing strip and glue are placed, positioning pins are placed into positioning holes, and mold assembling is carried out smoothly; and 4), pouring: a casting head is well placed, an air exhaust core is well surrounded by sand, the pouring temperature is controlled to be 1400 to 1350 DEG C, and the pouring time is controlled to be 80 to 90 minutes. According to the invention, the problem that casts produced according to the original process have scrapped gas pores is effectively solved; the production cost is reduced; and the productivity effect is improved.
Owner:上海华新合金有限公司

Construction method of well lid of road surface inspection well and auxiliary installation device

ActiveCN105133655AHigh accuracy of installation dimensionsGuaranteed smoothArtificial islandsUnderwater structuresRoad surfacePrecast concrete
The invention discloses a construction method of a well lid of a road surface inspection well. The construction method overcomes the defects that in the prior art, time for installation work of a well lid base is long, and the consistency of construction quality cannot be guaranteed. The construction method of the well lid of the road surface inspection well comprises the following steps that A, a concrete well ring and a well lid base are integrally prefabricated; B, a well ring foundation pit is dug; C, a well mouth supporting inner formwork is mounted in the well mouth of the inspection well; D, the space between the well mouth supporting inner formwork and the well ring foundation pit is filled with concrete; E, the concrete well ring and the well lid base are hoisted integrally; F, the well ring foundation pit and the prefabricated concrete well ring are filled with concrete, and the concrete is compacted; G, the well mouth supporting inner formwork and a hoisting and leveling device are taken out; and H, an asphalt concrete pavement layer between the well ring and the road surface is laid. The invention further provides an auxiliary installation device. The auxiliary installation device comprises the well mouth supporting inner formwork and the hoisting and leveling device. According to the construction method of the well lid of the road surface inspection well and the auxiliary installation device, construction is simple, work time is short, the dimensional precision of well lid installation is high, and the construction method and the auxiliary installation device are suitable for well lid installation.
Owner:SHENZHEN CONSTR GRP

Multi-overlaid-layer gating system and technology for casting

The invention discloses a multi-overlaid-layer gating system and technology for casting. The multi-overlaid-layer gating system is characterized in that the multi-overlaid-layer gating system comprises multiple layers which are overlaid, riser channels and spures are arranged in the gating system, and in each layer of the gating system, the upper end and the lower end of the riser channel and the upper end and the lower end of the spure are provided with risers and pouring gates respectively; a riser cup and a pouring gate cup are fastened to the riser and the pouring gate on the top layer of the gating system respectively; the riser and the pouring gate of the upper end of the next layer of the gating system are tightly sleeved with the riser and the pouring gate of the lower end of each upper layer of the gating system respectively; the riser and the pouring gate of the bottom layer of the gating system are sealed, cross gates are arranged between the riser channels and the spures, inner pouring gates are arranged on one sides inside the riser channels, the cross gates are communicated with the inner pouring gates, and the inner pouring gates are communicated with a product sand mold cavity. By means of the multi-overlaid-layer gating system, a multi-layer product sand mold cavity is cast, casting production efficiency is improved, casting time is shortened, the molten iron content in multi-overlaid-layer casting is guaranteed, temperature balance is guaranteed, and casting product quality is guaranteed.
Owner:HUBEI YAGANG METAL MFR

Method for constructing concrete structure of subway contact passage through ground pouring and freezing method

The invention discloses a method for constructing a concrete structure of a subway contact passage through a ground pouring and freezing method. The method for constructing the concrete structure of the subway contact passage comprises the following steps that (1) drilling is conducted from the ground above the contact passage toward the interior of the contact passage; (2) concrete sliding tubesare placed downwards in drilled drill holes in the step (1); (3) after a frozen wall meets the excavation condition of the contact passage, earth excavation of the contact passage is conducted in a subway tunnel, and protective treatment is conducted on the concrete sliding tubes after the concrete sliding tubes are dug out; and (4) the concrete structure of a bottom plate (5) of the contact passage is poured by utilizing the concrete sliding tube located in the center of the contact passage, and the side wall concrete structure and the arch crown concrete structure concrete structure are poured by utilizing the concrete sliding tubes located in the flare opening position. According to the method for constructing the concrete structure of the subway contact passage through the ground pouring and freezing method, compact pouring of concrete on an arch crown of the contact passage can be achieved, opening or holes in the concrete on the arch crown of the contact passage can be effectively prevented, it is effectively ensured that the thickness of the concrete structure of the contact passage meets the design requirement, and hidden dangers caused by the quality of the concrete structure of the contact passage are eliminated.
Owner:BEIJING CHINA COAL MINE ENG CO LTD

Steel pipe column concrete lateral pouring method and steel pipe column structure used in method

The invention discloses a steel pipe column concrete lateral pouring method and a steel pipe column structure used in the method. A steel pipe column is formed by welding multiple steel pipes. The method includes the steps that a pouring hole is formed in the side wall of the upper steel pipe, and then the upper steel pipe and the lower steel pipe are welded; when concrete in the lower steel pipe is poured, a concrete pumping pipe is inserted into the pouring hole in the upper steel pipe from the side face, and then pouring of the concrete in the lower steel pipe is finished. In the pouring process, construction of an upper-layer steel pipe column, a steel beam and a truss formwork is not influenced, synchronous construction can be achieved, work faces do not interfere with one another, installation efficiency of the steel structure is improved and the construction period is shortened. A worker can stand on an outer-frame horizontal beam and slab structure during pouring construction, safety risks are greatly reduced, pouring is easy and convenient to carry out, pouring can be carried out without a concrete spreader, operation time of the concrete spreader is saved, pouring time of the concrete of the steel pipe column is greatly shortened, the construction period is shortened, and labor expenses are reduced.
Owner:CHINA CONSTR FOURTH ENG DIV

Deep sea manganese ore collection mechanism

The invention discloses a deep sea manganese ore collection mechanism which comprises a rotary plate and an ore bin, wherein the ore bin comprises a bottom plate and a rear plate; a left side plate and a right side plate are respectively arranged at the left side and the right side of the bottom plate; the rotary plate is arranged at the front end of the bottom plate; a left side waterproof speed reducing motor and a right side waterproof speed reducing motor are respectively connected at the front ends of the left side plate and the right side plate; motor shafts of the left side waterproof speed reducing motor and the right side waterproof speed reducing motor arranged along the horizontal direction are respectively connected with the upper parts of the left side and the right side of the rotary plate by a coupler; the bottom of the rear plate is connected with the rear end of the bottom plate, and the upper part of the rear plate is rotatablely connected between the rear ends of the left side plate and the right side plate by a rotating shaft of the ore bin connected with the left side plate and the right side plate; the rotating output end of a drag motor is connected with one end of a drag rope; and the other end of the drag rope is connected with the bottom plate so as to drive the bottom plate to rotate around the rotating shaft of the ore bin. The deep sea manganese ore collection mechanism has the advantages of being easy to maintain and convenient to repair, and reduces the time for dumping ores.
Owner:TIANJIN UNIV

Aluminum alloy formwork keel structure and construction method thereof

The invention provides an aluminum alloy formwork keel structure and a construction method thereof, and relates to a keel structure and a construction method of the keel structure. The aluminum alloy formwork keel structure comprises at least one early-disassembly head (5) and at least one keel (6). The cross section of the keel (6) is of a groove shape; both lateral sides of the keel (6) are provided with an installation hole (6-3) connected with a formwork respectively; the end portion of the keel (6) is matched with the end portion of the early-disassembly head (5), and both are detachably connected; the disassembly is convenient. The construction method of the aluminum alloy formwork keel structure comprises the steps that firstly, the early-disassembly head and keel are connected to form the aluminum alloy formwork keel structure; then the aluminum alloy formwork keel structure is connected with other aluminum alloy formworks or the keel in the aluminum alloy formwork keel structure is connected with other aluminum alloy formworks first, and then the early-disassembly head is connected with the keel to form the aluminum alloy formwork keel structure. The plane formed by the aluminum alloy formwork keel structure and other aluminum alloy formworks is casted with concrete, which is beneficial to early disassembly.
Owner:SHANDONG XINHUOXIN MATERIAL TECH CO LTD
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