32results about How to "Reduce spoil" patented technology

A disclosed classification processing method for high-liquid-limit soil in roadbed engineering comprises the following steps: S1, doping quicklime with high-liquid-limit soil for reducing water content; S2, employing plasticity index, CBR (California bearing ratio) value, liquid limit and fine-particle content to classify the high-liquid-limit soil processed in the step S1; and S3, respectively processing classified high-liquid-limit soil. The method helps to obviously reduce water content of soil, comprehensively gives consideration to improvement difference degree of doping sand, quicklime and cement to various physical properties of soil, and helps to effectively improve construction quality, reduce discarded soil or borrowed soil quantity, and save engineering cost, thereby promoting scientific utilization of high-liquid-limit soil.

The invention discloses a fabricated rubble slope surface protection structure and a construction method. The protection structure comprises a slope soil body, wherein an assembly type masonry framework is fixed to the slope surface of the slope soil body, the masonry framework is engaged and fixed through an assembly structure from the slope surface to the slope toe, mortar rubble is laid in the masonry framework, a slope toe embedded structural member is arranged at the slope toe of the slope soil body, and the bottom of the masonry framework is supported by the slope toe embedded structural member. The construction method comprises the following steps of cleaning the side slope; arranging a bottom layer structure; hoisting the fabricated masonry framework; implanting an anchor rod; laying the fabricated masonry framework; constructing a water stop seam; and controlling the slope deformation. According to the fabricated rubble slope surface protection structure and the construction method, raw stones are effectively used for reinforcing the slope surface, compared with a pure lattice slope protection method, the gravity back pressure effect is achieved, the raw stones can be preferably used, and waste residues generated during field excavation are reduced. Compared with an integral slope protection structure, the fabricated slope protection construction is adopted; and compared with the mortar rubble, the construction can be accelerated, and the construction period is guaranteed.

The invention relates to a star-shaped foundation, which comprises a star-shaped component embedded in the ground, a plurality of hair anchor rod bodies, and supporting plates and anchor plates matched with the hair anchor rod bodies. The star-shaped member is provided with several radially protruding arms, and the center is provided with an anchor hole I; the outer end of each arm is provided with an anchor hole II; the center of the backing plate is provided with an anchor hole III; The bottom ends of several hair anchor rods are anchored, and the top ends pass through the anchor hole I or the anchor hole II of the star-shaped member respectively, and pass through the anchor hole III of the backing plate to connect with the anchor plate; The beard and hair bolt body is made of tensile filaments, the lower part of the tensile filaments is bundled with detonator-equipped water-resistant explosives, and the tensile-resistant filaments are evenly distributed around the detonator-equipped water-resistant explosives along the circumferential direction. The invention also discloses a construction method of the foundation. The invention has a simple structure, fundamentally changes the foundation form and construction method, significantly saves investment and reduces spoil.

The invention consists of back guy and board. The back guy and board both are made of high tensile strength material. Both ends of back guy are anchored at the mountain body beside the river. The board is fixed on the back guy, and its bottom and broadside is building in riverbed and rock mass beside river by using cement concrete or mortar. With the invention, the dam can be built from top to bottom, and construction can not be influenced by water flow of river.

The invention relates to a four-corner anchored anti-pullout and pressure-shift foundation of a cracked rock mass foundation, which includes an upper plate embedded in the cracked rock mass and whose upper surface is higher than the ground, four hairpin bolt bodies, four backing plates and four anchors plate. The upper plate is quadrilateral, with an anchor hole I arranged at each of its four corners; an anchor hole II is arranged in the center of each backing plate; the bottom ends of the four hair anchor rods are anchored, and the top ends They pass through one of the anchor holes I of the upper plate respectively, and pass through the anchor hole II of one of the backing plates to connect with one of the anchor plates; It is composed of drawn filaments, the lower part of the stretched filaments is bundled with the water-resistant explosives equipped with detonators, and the said stretched filaments are evenly distributed around the said water-resistant explosives equipped with the detonators along the circumferential direction. The invention also discloses a construction method of the foundation. The invention has a simple structure, fundamentally changes the foundation form and construction method, saves investment and reduces spoil.

The invention relates to a soil foundation multiple-cable antifloating foundation. The soil foundation multiple-cable antifloating foundation comprises an upper plate, a plurality of pulling-resistant filament anchor rods, cushion plates matched with the pulling-resistant filament anchor rods, and anchor plates matched with the pulling-resistant filament anchor rods, wherein the upper plate is embedded into a soil foundation, and the upper surface of the upper plate is higher than the ground surface; the upper plate is in a polygon shape; each corner of the upper plate is provided with an anchor rod hole I; the center of each cushion plate is provided with an anchor rod hole II; the bottom ends of the multiple pulling-resistant filament anchor rods are anchored, the top ends of the multiple pulling-resistant filament anchor rods penetrate through the anchor rod holes I in the upper plate and penetrate through the anchor rod holes II in the cushion plates correspondingly to be connected with the anchor plates; the pulling-resistant filament anchor rods are composed of pulling-resistant filaments; and waterproof explosives with detonators are bound to the lower portions of the corresponding pulling-resistant filaments, and the pulling-resistant filaments are evenly distributed on the periphery of the corresponding waterproof explosives with the detonators in the circumference direction. The invention further discloses a construction method of the foundation. The structure is simple, the construction mode and the foundation mode are changed radically, the investment is remarkably reduced, and spoil is reduced.

The invention relates to a jointed rock mass foundation pilling-pressure-shift-resistant foundation. The foundation comprises a pulling-resistant filament anchor rod, an upper plate, a cushion plate and an anchor plate, wherein the pulling-resistant filament anchor rod is perpendicular to the ground; the upper plate and the cushion plate are each provided with an anchor rod hole; the upper end of a rod body of the pulling-resistant filament anchor rod sequentially penetrates through the anchor rod hole of the upper plate and the anchor rod hole of the cushion plate to be connected with the anchor plate; the rod body of the pulling-resistant filament anchor rod is composed of pulling-resistant filaments; and a waterproof explosive with a detonator is bound to the lower portions of the pulling-resistant filaments, and the pulling-resistant filaments are evenly distributed on the periphery of the waterproof explosive with the detonator in the circumference direction. The invention further discloses a construction method of the foundation. The structure is simple, the construction mode and the foundation mode are changed radically, thus, the investment is reduced, spoil is reduced, and the environment is protected.

The invention relates to a ball-anchor-upper plate foundation, which comprises an upper plate embedded in the soil foundation and whose upper surface is flush with the ground, one or more anchor bars, backing plates and anchors matched with the anchor bars plate. The upper plate is polygonal, with an anchor hole I in the center; an anchor hole III in the center of the backing plate; the anchor includes a rod body and several support rods; the lower part of the rod body is provided with a steel circular horizontal plate, the circle A plurality of hinge supports for the hinge connection of several poles and the circular horizontal plate are distributed around the rod body on the shaped horizontal plate; water-resistant explosives equipped with detonators are arranged around the rod body on the circular horizontal plate, and several support rods Turn over to the upper end of the rod body and bind it around the water-resistant explosive; the bottom end of the anchor rod and several support rods are anchored, and the top ends pass through the anchor rod hole I at the corresponding position on the upper plate and through the anchor rod hole on the backing plate Ⅲ is connected with the anchor plate. The invention also discloses a construction method of the foundation. The invention has simple structure, significantly saves investment and reduces spoil.

The invention relates to an anchor rod-upper plate-ball foundation, which comprises an upper plate embedded in the soil foundation and whose upper surface is flush with the ground, one or more anchor rods, backing plates and anchors matched with the anchor rods plate. The upper plate is polygonal, with an anchor hole I in the center; an anchor hole III in the center of the backing plate; the anchor includes a rod body and several rods hinged with the lower part of the rod body; the joint between the rod body and several rods is The water-resistant explosive with detonator is installed around the top, and several support rods are turned over to the upper end of the rod body and bound around the water-resistant explosive; the length of the support rod is greater than the radius of the cavity at the bottom of the hole, and greater than the distance between the rod body and the rod hinge. The length of the bottom end; the bottom end of the anchor rod and several support rods are anchored, and the top ends respectively pass through the anchor rod hole I at the corresponding position of the upper plate, and pass through the anchor rod hole III of the backing plate to connect with the anchor plate. The invention also discloses a construction method of the foundation. The invention has a simple structure, fundamentally changes the construction and foundation form, saves investment and reduces spoil.

The invention relates to a ball-anchor rod-starlike component foundation. The ball-anchor rod-starlike component foundation comprises a starlike component, one or more anchor rods, cushion plates matched with the anchor rods, and anchor plates matched with the anchor rods, wherein the starlike component is embedded into a soil foundation, and the upper surface of the starlike component is flush with the ground surface; the starlike component is provided with a plurality of extension arms extending in the radial direction, and an anchor rod hole I is formed in the center of the starlike component; an anchor rod hole III is formed in the center of each cushion plate; each anchor rod comprises a rod body and a plurality of supporting rods; a circular transverse steel plate is fixedly arranged at the lower portion of each rod body, and hinged supports used for hinging the supporting rods to the corresponding circular transverse steel plate are distributed on the circular transverse steel plate around the corresponding rod body; a waterproof explosive provided with a detonator is arranged on the periphery of the part, above the circular transverse steel plate, of each rod body, and the multiple supporting rods are overturned to the upper end of the corresponding rod body and bound to the periphery of the corresponding waterproof explosive; the bottom ends of the anchor rods and the supporting rods are anchored; and the top end of each anchor rod penetrates through the anchor rod hole I in the corresponding position of the starlike component and penetrates through the anchor rod hole III in the corresponding cushion plate to be connected with the corresponding anchor plate. The invention further discloses a construction method of the foundation. The structure is simple, the investment is reduced, and spoil is reduced.

A core-wall rock-fill dam comprises a core wall. A first rock-fill layer is arranged at the bottom of the upstream side of the core wall, and a first soft-rock filling area is formed in the first rock-fill layer from bottom to top. A first transition material layer which completely wraps the outer surface of the first soft-rock filling area is arranged on the non-bottom area of the first soft-rockfilling area in a covering mode. A rock-fill layer separation structure capable of separating the first soft-rock filling area into blocky areas to be stably supported is arranged in the first soft-rock filling area. A reverse filtering material layer is arranged at the bottom of the downstream side of the core wall, and a second soft-rock filling area is formed in the reverse filtering materiallayer from bottom to top. A second transition material layer is arranged between the upstream side of the second soft-rock filling area and the downstream side of the core wall. An upstream revetmentis arranged on the upstream side of the first transition material layer, and a downstream revetment is arranged on the downstream side of the second soft-rock filling area. The core-wall rock-fill damfurther comprises a drainage system arranged at the downstream of the core wall. Excavated materials and locally-drawn materials can be effectively utilized, soft rock is utilized for damming to thelargest extent, the problem of engineering earthwork balance is solved, and the engineering investment is reduced.

The invention relates to a ball-anchor rod-starlike component foundation. The ball-anchor rod-starlike component foundation comprises a starlike component, one or more anchor rods, cushion plates matched with the anchor rods, and anchor plates matched with the anchor rods, wherein the starlike component is embedded into a soil foundation, and the upper surface of the starlike component is flush with the ground surface; the starlike component is provided with a plurality of extension arms extending in the radial direction, and an anchor rod hole I is formed in the center of the starlike component; an anchor rod hole III is formed in the center of each cushion plate; each anchor rod comprises a rod body, a sleeve and a plurality of supporting rods; a circular transverse steel plate is fixedly connected with the lower portion of each rod body, and each sleeve sliding up and down along the corresponding rod body is connected with the rod body in a sleeving mode; one end of each supporting rod is hinged to the periphery of the corresponding sleeve, and the other end of the supporting rod is overlapped to the periphery of the circular transverse steel plate; a waterproof explosive provided with a detonator is arranged in the position, next to the upper edge of the corresponding sleeve, of the periphery of each rod body; the bottom ends of the anchor rods and the supporting rods are anchored; and the top end of each anchor rod penetrates through the anchor rod holes I in the corresponding position of the starlike component and penetrates through the anchor rod hole III in the corresponding cushion plate to be connected with the corresponding anchor plate. The invention further discloses a construction method of the foundation. The structure is simple, the investment is reduced, and spoil is reduced.