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46results about How to "Protect the construction environment" patented technology

Adjustable leveling guide rail and leveling method thereof

The invention provides an adjustable leveling guide rail. The adjustable leveling guide rail comprises a guide rail beam and a plurality of supporting pieces, wherein each supporting piece comprises a screw rod and a nut; the screw rod is connected with the guide rail beam through the nut; the end part of the screw rod is provided with a fixing block which is hexagonal, tetragonal or triangular; the fixing block is connected with the screw rod in an integral molding mode or the fixing block is detachably connected with the screw rod; and the supporting piece also comprises a positioning piece connected with the screw rod in a fitting mode. The invention also provides a leveling method for realizing the leveling guide rail, namely, the levelness of the leveling guide rail is adjusted by rotating a leveling nut and a positioning nut. In a construction process, instant leveling is realized by clamping the fixing block, fixing the screw rod and adjusting the levelness of the guide rail by screwing the positioning nut and the adjusting nut respectively. The adjustable leveling guide rail has high leveling accuracy, can realize instant leveling in the construction process and has the advantages of low cost, convenient detachment, easy construction, clean environment, green construction and the like.
Owner:HAOHE ENG & CONSTR

Water supply and drainage device for deep foundation pit and construction method based on water supply and drainage device

The invention discloses a water supply and drainage device for a deep foundation pit and a construction method based on the water supply and drainage device. The water supply and drainage device comprises a water collecting sleeve and a water suction pump, wherein the water suction pump is placed in the water collecting sleeve; the water collecting sleeve comprises a steel sleeve and a reinforcing bar grid; the reinforcing bar grid is arranged at the lower end of the steel sleeve and is integrally connected with the steel sleeve in a welded manner; the steel sleeve at the upper end of the water collecting sleeve is positioned in structural concrete; the reinforcing bar grid on the lower portion of the water collecting sleeve is positioned in a base below a structural bottom plate; and a plurality of drainage tubes are arranged on the periphery of the base. Compared with the prior art, the water supply and drainage device for the deep foundation pit and the construction method based on the water supply and drainage device have the advantages that a structural reserved hole is omitted, the structural waterproofing and the construction quality are greatly improved, the construction period is shortened, and the cost is reduced.
Owner:CHINA TIESIJU CIVIL ENG GRP CO LTD

Cast-in-place box girder construction method

The invention discloses a cast-in-place box girder construction method which comprises the steps that an assembly type foundation is connected with a foundation fastening bolt through a foundation connecting step, and a pier stud hoop is arranged on the outer side wall of a bridge pier stud; position control sand in the fine adjustment sand cylinder is recycled through the leaked sand recycling tank; a bottom plate inner support and a web plate inner support are arranged at the upper parts of the web plate moulding bed and the bottom plate moulding bed; a lower-layer lifting plate, an upper-layer lifting plate and a lifting connecting rod are arranged on the top plate reinforcement cage, and sliding clamping plates are arranged on the two sides of the top plate reinforcement cage; the space position of the outer mold side plate can be controlled by means of the side plate position control tenon and the side plate position control bolt, and the position of the box girder inner mold is controlled through the inner mold supporting body; the sliding material box can move along the limiting sliding rail and is provided with a pouring monitoring pipe. Support frame connecting hinges arearranged between the adjustable support frame and the bottom support frame and between the adjustable support frame and the top support frame, and the inclination angle of the adjustable support framecan be controlled through the angle adjusting vertical bolts and the angle adjusting transverse bolts. The accuracy of reinforcement cage positioning and concrete pouring construction control is improved, and the maintenance difficulty is reduced.
Owner:ANHUI HIGHWAY BRIDGE ENG CO LTD

Movable scaffold

The invention relates to the field of buildings, and provides a movable scaffold. The movable scaffold comprises a scaffold body, the scaffold body comprises a first vertical frame, a second vertical frame and a connecting piece, the first vertical frame and the second vertical frame are arranged in a spaced mode in the first direction, and the connecting piece is connected with the first vertical frame and the second vertical frame in a hinged mode; the scaffold body can be erected on a slope by adjusting the relative position of the first vertical frame and the second vertical frame; a platform is detachably or rotatably arranged on the scaffold body; a balance supporting assembly is connected with the platform and used for leveling the platform to enable the platform to be located at the horizontal position; and a fastener is used for fixing the platform on the scaffold body. The movable scaffold has the beneficial effects that through cooperation of supporting pieces and the connecting pieces, when the scaffold body stays on the slope ground or moves on the slope ground, the platform can be kept in a horizontal state all the time, constructors on the platform can conduct construction operation conveniently, materials and tools can be placed conveniently, the construction efficiency is improved, and construction is safer.
Owner:NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD

Cast-in-place polystyrene granular foaming concrete dispersion construction system and method

The invention discloses a cast-in-place polystyrene granular foaming concrete dispersion construction system and method. The system includes a primary stirring device, a secondary stirring device, a hose pump and a polystyrene particle conveying device arranged on the construction floor site, the primary stirring device is arranged on the construction floor site ground, the secondary stirring device, and the hose pump and the polystyrene particle conveying device are arranged on the construction floor. The method comprises the steps that (1), the cement, a waterproofing agent and water are made into waterproof cement slurry through the primary stirring device and transported into a stirring storage tank; (2) the waterproof cement slurry is stirred in the stirring storage tank and enters the secondary stirring device, the polystyrene particle conveying device conveys polystyrene particles into the secondary stirring device, the foaming agent is foamed through a foaming machine, and stirring and mixing are conducted to make a pouring material; and (3) the pouring material is continuously discharged from a discharging opening of the secondary stirring device into the pouring storage tank, enters the hose pump from the bottom of the pouring storage tank, and then is poured into the working face of the construction floor through the hose pump.
Owner:辽宁金帝建筑设计有限公司

Mounting device and mounting method of prefabricated box girder bottom web steel bar framework

The invention discloses a mounting device and a mounting method of a prefabricated box girder bottom web steel bar framework. The mounting device is characterized by comprising a mounting mold and a corrugated pipe positioning device, the mounting mold comprises a supporting platform, a web steel bar supporting assembly and a bottom plate steel bar positioning assembly, the web steel bar supporting assembly is arranged on the supporting platform and used for positioning and supporting the web steel bar framework, the bottom plate steel bar positioning assembly is arranged on the supporting platform, the bottom plate steel bar positioning assembly is used for positioning the bottom plate steel bar framework, and the corrugated pipe positioning device is used for rapidly positioning the mounting position of a corrugated pipe. The mounting device is simple in structure and accurate in positioning, and the problem that the interval percent of steel bars commonly existing in the installation of the steel bars of a prefabricated box girder is low is solved. According to the mounting method, a constructor does not need to perform marking alignment and interval measurement in the mountingprocess, so that the construction efficiency is greatly improved, and the mounting speed of the box girder steel bar framework can be increased by twice.
Owner:常州新美水务集团有限公司

Construction method of inclined cable tower construction structure system

The invention relates to a construction method of an inclined cable tower construction structure system, which comprises the following steps of: 1) construction preparation; 2) arrangement of a combined support frame and a combined grid frame; 3) binding of cable tower steel bars; 4) installation of a tower cable guide pipe; 5) construction of a sliding moulding plate; 6) arrangement of a groutingguide pipe; and 7) concrete maintenance construction of the cable tower. The construction method of the inclined cable tower construction structure system has the advantages that arrangement efficiency of the combined support frame and the combined grid frame can be improved, integrity of the structure can be enhanced, and supporting quality of the sliding moulding plate can be effectively improved; positioning of the cable tower steel bars is accurate, connection is convenient, binding construction quality of longitudinal steel bars and transverse stirrups can be effectively improved, and on-site construction difficulty is reduced; and on-site arrangement of the concrete grouting guide pipe is convenient, an inclination angle of the grouting guide pipe can be dynamically adjusted according to an inclination condition of the cable tower, on-site positioning difficulty is reduced, and concrete pouring quality is improved.
Owner:ANHUI HIGHWAY BRIDGE ENG CO LTD

Construction method of comprehensive dewatering and draining system of deep foundation pit

The invention relates to a construction method of a comprehensive dewatering and draining system of a deep foundation pit. The construction method comprises the steps of (1) conducting construction preparation; (2) laying retaining wall intercepting and draining system; (3) constructing a cast-in-situ draining ditch; (4) laying a draining blind bitch; (5) laying a water collecting channel and (6)constructing a grouted sealing body in the channel. The construction method of the comprehensive dewatering and draining system of the deep foundation pit has the beneficial effects that a water bodydischarged out by wall side draining pipes is collected by means of side wall intercepting ditches, the water body is converged into ditch bottom settling ponds through connection water pipes, so thatthe influence of the water body on the stability of the foundation pit is lowered, and construction environment is protected; meanwhile, waist beam hanging boards and hanging board base boards are connected with built-in anchor plates preset in cross strut waist beams through hanging board connection bolts, a platform hanger rod and a ditch bottom support plate provide support for the side wall intercepting ditches, so that the layout difficulty of the support system is lowered, and the bearing capacity of the support system is improved; each wall side draining pipe is provided with rectangular or oval water seepage slotted holes, a pipe periphery inverted filter is arranged on the outer side of each wall side draining pipe, and therefore the possibility of clogging of the wall side draining pipes can be effectively lowered.
Owner:瑞洲建设集团有限公司

Prefabricated block for bridge expansion joint and using method thereof

The invention discloses a prefabricated block for a bridge expansion joint and a using method thereof. The prefabricated block comprises a steel plate, lifting hooks, a prefabricated slab, a frameworkand a socket, wherein the lifting hooks are symmetrically arranged on the two sides of the prefabricated slab, the steel plate is fixedly connected with the framework, the lifting hooks rare fixedlyconnected with the framework, the socket is located in the middle of the cross section of the prefabricated slab, one ends of the lifting hooks penetrate through the positions near the upper parts ofthe side surfaces of the prefabricated slab, and the other ends of the lifting hooks penetrate through the positions near the lower parts of the side surfaces of the prefabricated slabs, the lifting hooks are of inclined structures on the side surface of the prefabricated slab, and the lower surface of the steel plate coincides with the upper surface of the prefabricated slab. The prefabricated block can be reused, the working efficiency is high, waste materials are prevented from blocking the expansion joint, the construction environment is protected, the flatness of the expansion joint afteruse is high, and the phenomenon that the vehicle jumps when the vehicle passes through the expansion joint is avoided, and due to the fact that the rigid processing mode of the prefabricated block isadopted at the expansion joint, the expansion joint can have a good flatness and initial compaction degree when a paver passes through the expansion joint.
Owner:CHINA MCC17 GRP

Device for replacing loop steel wire rope of cold rolled galvanizing production line and use method of device

The invention discloses a device for replacing a loop steel wire rope of a cold rolled galvanizing production line. The device comprises a stable frame and two turntables, and is characterized in that the stable frame comprises a steel base plate; two steel wire rope roller rotating frames which are linearly and symmetrically arrayed front and back are arranged on the steel base plate; each steel wire rope roller rotating frame is provided with two oppositely arranged brackets with trapezoid sections in an erecting manner; the two turntables are respectively provided with turntable shafts (21); a second bearing (34) is mounted at one end of each turntable shaft; a cranking handle (23) is arranged at each of two ends of a turntable connection rod; therefore, the cranking handles (23) are rotated to drive the second bearings (34) and third bearings (35) to enable steel wire rope roller shafts (41) to rotate. The device for replacing the loop steel wire rope of the cold rolled galvanizing production line and a use method of the device have the advantages that the loop steel wire rope replacement device is simple in structure and convenient to manufacture and use, the working efficiency is improved, the labor intensity of an operator is relieved, and the number of operators is reduced.
Owner:MCC5 GROUP CORP SHANGHAI

Breaking hammer with induction structure and for pavement construction

The invention discloses a breaking hammer with an induction structure and for pavement construction. The breaking hammer comprises a fixing frame, an atomizing nozzle, a dustproof baffle, a connector,a pressure sensor and a steel chisel, a fixing ring is installed on the left side of the fixing frame through a locking bolt, a water pipe is installed in the fixing ring, and the atomizing nozzle isinstalled at the lower end of the water pipe; and a fixing block is arranged in the middle of the sliding rod, the dustproof baffle is installed at the lower end of the fixing block through a lockingnut, a connector is installed in the middle of the fixing frame, and the pressure sensor is installed in the middle of the connector. The breaking hammer with the induction structure and for pavementconstruction is provided with the water pipe and the atomizing nozzle, water in the water pipe is made into mist through the atomizing nozzle to be sprayed above the breaking position of the steel chisel, dust generated during breaking passes through high-speed mist water flow, and dust diffusion is reduced to the maximum extent, so the construction environment is protected, the influence of dustgenerated by construction on surrounding residents is avoided, and the functionality of the device is improved.
Owner:杭州湘豫科技有限公司

Water supply and drainage device for deep foundation pit and construction method based on the water supply and drainage device

The invention discloses a water supply and drainage device for a deep foundation pit and a construction method based on the water supply and drainage device. The water supply and drainage device comprises a water collecting sleeve and a water suction pump, wherein the water suction pump is placed in the water collecting sleeve; the water collecting sleeve comprises a steel sleeve and a reinforcing bar grid; the reinforcing bar grid is arranged at the lower end of the steel sleeve and is integrally connected with the steel sleeve in a welded manner; the steel sleeve at the upper end of the water collecting sleeve is positioned in structural concrete; the reinforcing bar grid on the lower portion of the water collecting sleeve is positioned in a base below a structural bottom plate; and a plurality of drainage tubes are arranged on the periphery of the base. Compared with the prior art, the water supply and drainage device for the deep foundation pit and the construction method based on the water supply and drainage device have the advantages that a structural reserved hole is omitted, the structural waterproofing and the construction quality are greatly improved, the construction period is shortened, and the cost is reduced.
Owner:CHINA TIESIJU CIVIL ENG GRP CO LTD

Dry-soil-removed reinforced concrete screw pile forming device and method

The invention provides a dry-soil-removed reinforced concrete screw pile forming device. The dry-soil-removed reinforced concrete screw pile forming device comprises a steel mould pipe, wherein the steel mould pipe penetrates through a base of a piling machine, and is provided with an external helicoid, a rotating power head is arranged at the upper end of the steel mould pipe, a cross-shaped connector is arranged at the lower part of the steel mould pipe, a steel hoop is welded to the top end of the steel mould pipe, a notch is formed at one end of the steel hoop, and is matched with the cross-shaped connector, clamps are arranged between the steel hoop and a base of the rotating power head, and can be connected with each other to form a whole, and an auxiliary rotating power device is arranged at the middle part of the steel mould pipe. A pile forming method comprises the following steps of: firstly, arranging the steel mould pipe in place, starting the power head to screw the steel mould pipe into a soil layer, starting the auxiliary rotating power device to a designed elevation in the case that the steel mould pipe enters a hard soil layer, completely removing soil in the steel mould pipe, putting a reinforcing cage into the steel mould pipe, grouting and filling concrete into the steel mould pipe, and inversely rotating the power head to check height of the concrete in the steel mould pipe so as to ensure dimension of the external helicoids of the pile until the steel mould pipe gets away from the soil layer, so that a screw pile is formed. The dry-soil-removed reinforced concrete screw pile forming device and the pile forming method provided by the invention have the advantages of high bearing capacity, high pile forming quality, environment friendliness and energy-saving performance, and is particularly applicable to a deep soft soil layer and a flat-bottomed screw pile.
Owner:孔超

Electric rust removing machine

The invention relates to an electric rust removing machine, which comprises a machine body and a machine head, wherein the machine body is fixedly connected with the machine head; the machine body isinternally provided with a speed regulating motor, a speed reducer and a sound insulation cotton; the output shaft of the speed regulating motor is connected with the speed reducer; the sound insulation cotton is attached to the inner wall of the machine body; a transmission mechanism is arranged in the machine head; a rust removing wheel is arranged below the machine head, the transmission mechanism is connected with the speed reducer and the rust removing wheel, a downward protective cover is arranged outside the rust removing wheel, the width of the protective cover is less than the width of the rust removing wheel, the upper part of the machine body is provided with a control switch, the control switch is electrically connected with the speed regulating motor, a scraper is arranged below the machine body, the scraper is rotatably connected with the lower part of the machine body, the scraper is at an acute angle with the rear of the machine body, the scraper is rotated to the maximum position, and the distance between the scraper mouth and the machine body is less than the distance from the bottom of the rust removing wheel to the machine body. The machine is simple in structure, convenient to use, can effectively remove rust, can collect rust, is low in noise when in use, and is beneficial to protecting the construction environment.
Owner:NANTONG ZHONGLV GEAR CO LTD

Rubber check dam capable of being recycled

The invention discloses a rubber check dam capable of being recycled and relates to a check dam capable of being recycled. The invention aims to solve the technical problem that an existing check damcannot meet a joint demand of low transportation and construction costs, short construction period, little maintenance and recycling. The combined rubber check dam capable of being recycled is composed of an integrated vertical rubber bag and a horizontal rubber curtain which are anchored, connected and fixed. Compared with a structure of a conventional check dam, the rubber check dam is simple instructure, the needed manpower and construction hours can be reduced greatly and the transportation and construction costs are lowered. A main body is of a flexible soft shell structure, so that themain body is less affected by freeze thawing erosion. The rubber check dam is simple in construction operation, the construction technique is easily mastered, the construction quality is easily ensured, and the construction efficiency is improved greatly. After exerting benefits, the rubber check dam can be exhausted and taken away for other construction. The rubber check dam can be recycled, andis suitable for being popularized in a large range. The rubber check dam is applied to the field of conservation of water and soil.
Owner:HEILONGJIANG PROVINCIAL HYDRAULIC RES INST

Carbonaceous rock roadbed structure and construction method thereof

The invention discloses a carbonaceous rock roadbed structure and a construction method thereof. The construction method comprises the steps that a rubble layer is laid on the upper portion of an original roadbed soil layer, a rubble layer, a carbonaceous rock layer, an improved composite soil roadbed and a pavement structure layer are sequentially laid on the rubble layer, and a modified composite anti-seepage curing agent is evenly sprayed to a roadbed slope; the bottom surface of the rubble layer is a slope inclined to the drainage side, and the top of the rubble layer is a step-shaped horizontal slope surface; the top surface of the rubble layer is higher than the water line and is a slope inclined to the drainage side; each layer of slope surface of the carbonaceous rock stratum is aslope inclining to the drainage side, and the top surface of the carbonaceous rock stratum is a horizontal slope surface; the carbonaceous rock roadbed structure further comprises a drainage system. Disintegration and softening of carbonaceous rock are inhibited through the modified composite anti-seepage curing agent layer, the improved composite soil roadbed, the gravel layer and the rubble layer, the waterproof performance is improved, the strength and stability of the roadbed are guaranteed, the quality of the roadbed is improved, meanwhile, the carbonaceous rock and other waste materialsare fully utilized, and the utilization rate of soil resources is increased.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

A slotting device for building interior decoration and its operating method

The present invention relates to the technical field related to construction machinery, in particular to a slotting device for building interior decoration, which includes an organism, a slotting assembly, a grinding assembly, a driving assembly, a dust collection assembly and a height adjustment assembly. The two output ends of the driving assembly are respectively It is connected with the slotting assembly and the grinding assembly. The slotting assembly includes a vertical slotting disc, which is rotatably mounted on the bottom of the machine body. The grinding assembly includes a vertical grinding disc. There is a dust-absorbing head, which is fixedly installed on the bottom of the machine body. The height adjustment assembly includes a bottom plate that can be lifted vertically. There are several slotted discs and grinding discs. The top of the machine body is hingedly provided with a push handle. The equipment shown improves the accuracy of slotting, reduces labor intensity, and can adjust the number and size of slotting disks according to requirements, which improves the practicability of the equipment. The dust suction component can collect the dust generated during slotting and grinding. The construction environment is protected.
Owner:安徽省凤阳县名城建筑安装有限责任公司

Carbonaceous Rock Subgrade Structure and Its Construction Method

The invention discloses a carbonaceous rock roadbed structure and a construction method thereof, comprising paving a flake layer on the upper part of the original soil layer of the roadbed, and paving a crushed stone layer, a carbonaceous rock layer, an improved composite soil roadbed and a pavement structure layer on the flake layer in sequence , the subgrade slope is evenly sprayed with modified composite anti-seepage curing agent; the bottom surface of the flake layer is a slope inclined to the drainage side, and the top of the flake layer is a stepped horizontal slope; the top surface of the gravel layer is higher than the water level line, The top surface of the stone layer is a slope inclined to the drainage side; the slope of each layer of the carbonaceous rock layer is a slope inclined to the drainage side, and the top surface of the carbonaceous rock layer is a horizontal slope; the carbonaceous rock subgrade structure also includes a drainage system. The present invention inhibits the disintegration and softening of carbonaceous rock by modifying the composite anti-seepage curing agent layer, improving the composite soil road bed, the crushed stone layer and the flake layer, improves the waterproof performance, ensures the strength and stability of the roadbed, improves the quality of the roadbed, and at the same time Make full use of carbonaceous rock and other waste materials, and improve the utilization rate of soil resources.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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