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92results about How to "Extended closing time" patented technology

Continuous thin film vacuum deposition method and apparatus

The invention relates to a continuous film vacuum deposition method and a device thereof. The method comprises the steps: an entrance of a vacuum deposition chamber is provided with at least one level of inlet vacuum pre-pump chamber, and an exit of the vacuum deposition chamber is provided with at least one level of outlet vacuum protecting chamber, so that the vacuum degree in the vacuum deposition chamber can be maintained; all levels of inlet vacuum pre-pump chambers, the vacuum deposition chamber and all levels of outlet vacuum protecting chambers are communicated with each other by slits and sealed by valves arranged at the slits; substrates enter all the chambers through the slits; the valves open when the substrates pass through, and close after the substrates pass through; when the substrates enter the inlet vacuum pre-pump chambers or leave the outlet vacuum protecting chamber, at least one inlet valve and outlet valve are close to keep the vacuum degree in the vacuum deposition chamber unchangeable. The transfer speed of the substrates is regulated to lead the distance between two adjacent substrates to be reduced before reaching a deposition device and the distance between two adjacent substrates to be increased when leaving the vacuum deposition chamber, thereby realizing the continuous film deposition and greatly improving the utilization rate of raw materials.
Owner:CHINA TRIUMPH INT ENG

Stability control construction method of water-enriched soft rock tunnel passing through fault crushed zone

The invention discloses a stability control construction method of a water-enriched soft rock tunnel passing through a fault crushed zone. A plurality of tunnel segments in a construction tunnel are constructed respectively from back to front. During construction of any one of the tunnel segments, the method comprises the following steps: 1, performing pipe shed forepoling; 2, performing tunnel excavation and preliminary bracing: performing upper peripheral side cavity excavation and preliminary bracing, performing a reserved core soil area cavity excavation and preliminary bracing, excavatingthe cavity which is excavated firstly and performing preliminary bracing as well as excavating the cavity which is excavated secondly and performing preliminary bracing; and 3, performing tunnel secondary lining construction. The method is reasonable in design, simple and convenient in construction and good in use effect; before excavation, the upper cavity is subjected to forepoling by a self-drilling pipe shed and is excavated by a two-step method, so that the excavation efficiency is effectively improved; and meanwhile, an integral supporting system with a stable structure, which is formedby connecting a surrounding rock integral reinforced structure outside the cavity and a tunnel preliminary bracing structure and tunnel secondary lining, can effectively improve the stability of thetunnel structure and guarantee the later safety of the tunnel structure.
Owner:中铁二十局集团第二工程有限公司

Elevator door closing control system and control method

InactiveCN108706429AElevator-friendly peopleAvoid accessElevatorsBuilding liftsCollections dataControl system
The invention provides an elevator door closing control system and control method, and relates to the technical field of elevator control. The elevator door closing control system comprises multiple data collection devices used for collecting first data, within the first preset range, in an elevator door and collecting second data, within the second preset range, outside the elevator door, a controller and a portal crane control device; the controller is used for receiving first data and second data and judges whether a person exists in the first preset range and the second preset range or not, and moves in the direction of the elevator door with the speed larger than the preset speed; the portal crane control device is configured to control the elevator door to stop from closing and enable the elevator door to enter in the complete opening state again when it is judged that the person exists in the first preset range and the second preset range, and moves in the direction of the elevator door with the speed larger than the preset speed. According to the elevator door closing control system, the phenomenon that the person needs to enter in and go out of the elevator, and the elevator door is directly closed is avoided, great convenience is brought to the person entering in and out of the elevator door, and the phenomenon that the elevator is closed in advance, and the person entering in and out of the elevator is accidentally injured is avoided.
Owner:佛山市灏金赢科技有限公司

Method for constructing water-rich weak surrounding rock tunnel crossing fault broken belt

The invention discloses a method for constructing a water-rich weak surrounding rock tunnel crossing a fault broken belt. The method comprises the following steps that firstly, construction is carriedout on a plurality of tunnel sections in a construction tunnel from front to rear, and when any tunnel section is constructed, the construction method comprises the following steps that 1, advanced support is carried out on a pipe shed; 2, tunnel excavation and initial support are carried out, wherein upper peripheral side hole excavation and initial support are carried out, reserved core soil area hole excavation and initial support are carried out, first hole excavation and initial support are carried out firstly and thereafter second hole excavation and initial support is carried out; and3, tunnel secondary lining construction is carried out. The method has the beneficial effects that the design is reasonable, construction is easy and convenient, and the use effect is good; the self-drilling pipe shed is adopted to carry out advanced support on the upper hole body before excavation, and two-step method excavation is adopted, so that the construction efficiency can be effectively improved; meanwhile, the whole reinforcing structure of the hole peripheral rock, the tunnel primary support structure in holes and the tunnel secondary lining are connected to form an integral supportsystem with a stable structure, the stability of the tunnel structure can be effectively improved, and the safety of the later tunnel structure is ensured.
Owner:中铁二十局集团第二工程有限公司

Method for operating internal-combustion engines

The invention concerns a method for operating an internal combustion engine (10), said engine (10) comprising a plurality of cylinders (12) each of which having at least one valve of a first type, an inlet valve (5), and at least one valve of a second type, an exhaust valve (7), arranged in an end part of the cylinder (12), each of said cylinders (12) further having a piston (2) movably arranged therein, said piston (2) being adapted to reciprocate between an first end position (TDC) and a second end position (BDC), wherein the first end position (TDC) is located closer to the valves (5, 7) than the lower end position (BDC), said engine (10) being adapted to allow deactivation of at least one cylinder (12) by reducing its supply of fuel, said engine (10) further being adapted to allow varying opening times of the inlet valves (5) and / or the exhaust valves (7).; The invention is characterized in that the method comprises the step of extending the total opening time of at least one valve type (5, 7) of a deactivated cylinder (12) compared to the opening time of the same valve type (5, 7) when the cylinder (12) is active, said extension of the total opening time being performed such that at least one valve (5, 7) of said type is open at least partly both during a first engine stroke, wherein the piston (2) moves in a direction towards its second end position (BDC), as well as during a second consecutive engine stroke, wherein the piston (2) moves in a direction towards its first end position (TDC).
Owner:VOLVO LASTVAGNAR AB

Prefabricated supporting pipe piece inverted 'T'-shaped excavation method and temporary supporting structure adopted by urban shallow buried large-section tunnel

PendingCN109681233AReduce one-time disturbance areaThe construction method is simpleUnderground chambersTunnel liningSocial benefitsEconomic benefits
The invention belongs to the technical field of urban underground engineering and particularly relates to a prefabricated supporting pipe piece inverted 'T'-shaped excavation method and a temporary supporting structure adopted by an urban shallow buried large-section tunnel. The temporary supporting structure comprises prefabricated temporary vertical supporting pipe pieces and temporary transverse supporting pipe pieces, wherein the middle partition wall of an upper left step is formed by splicing and erecting the temporary vertical supporting pipe pieces; an inverted arch of the upper left step is formed by splicing and erecting the temporary transverse supporting pipe pieces; an inverted arch of an upper right step is formed by splicing and erecting the temporary transverse supporting pipe pieces; and each temporary vertical supporting pipe piece is provided with a grouting hole. According to the prefabricated supporting pipe piece inverted 'T'-shaped excavation method and the temporary supporting structure adopted by the urban shallow buried large-section tunnel, the temporary supporting structure does not drop to the bottom by adopting temporary vertical supports, and the temporary vertical supports are closed with temporary transverse supports to form an innovative inverted 'T'-shaped excavation method; and an upper step is divided into the upper left step and the upper right step for two-step excavation, and an area of the one-time remolding to a tunnel face soil body is reduced. The construction method provided by the invention has the advantages of simple step, strong operability as well as remarkable economic benefit and social benefit and saves the land.
Owner:JINAN URBAN CONSTR GRP +2
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