299 results about "Soil nailing" patented technology

A retaining element system is provided that improves face stability in poorer quality soils that are not suited to conventional soil nailing. The method includes inserting retaining elements substantially vertically into an earthen mass to shore the face of an excavation. The earthen mass can be any material or combination of materials, such as soil, clay or rock that requires excavation for the installation of a shoring wall. The plurality of retaining elements are placed side by side in a substantially linear arrangement. A plurality of soil nails are then inserted into the excavation plane, at the approximate midpoint between a pair of adjacent retaining elements. An exposed tip portion of each soil nail attaches to a wale, which is a substantially horizontal element that contacts a retaining element on both sides of each soil nail. The wale can be a beam, bracket, or a set of concrete reinforcement bars. The beam or bracket can either be a structural member, formed of steel or the like, or alternatively formed from a precast concrete. The concrete reinforcement bars can then receive a concrete fill to form a solid wale structure. Face stability is achieved with the pre-installed retaining elements, which with the wales provide complete facing support.

The invention discloses a soil nailing wall foundation pit support and a construction method. The construction method is characterized by comprising the steps of drilling freezing holes, arranging freezing pipes, arranging temperature tubes, performing the freezing construction, performing the pit excavation and ramp finishing, spraying concrete for the first time, performing the soil nailing construction comprising the processes of positioning, pore forming, reinforcement bar inserting and mortar pouring, processing a reinforcement net, spraying the concrete for the second time, maintaining the freezing; monitoring the foundation pit condition and pouring mortar. The invention is secure and reliable, and the stability and water sealing property of the foundation pit can be improved.

The invention discloses a reversed construction method for expanding and excavating stations on sectional shield tunnel foundations of subways. The expanded and excavated stations are simply supported frame wall column type double-layer subway stations in structural forms. The reversed construction method includes retaining soil and water by the aid of piles in rows and waterproof curtains or underground diaphragm walls, and resisting lateral deformation of soil mass; excavating the soil mass between openings of parallel shield tunnel segments and constructing cross passages; grouting and reinforcing the soil mass above tunnels, building foundation pit excavation supporting structures and short supporting piles of station bodies and connecting the tops of the foundation pit excavation supporting structures and the short supporting piles with the outer piles in the rows or the outer underground diaphragm walls by connecting beams; constructing the structures of the station bodies by the aid of cover and excavation top down processes, filling the station bodies with the soil mass and recovering road surfaces. Foundation pit slopes can be supported by the aid of composite soil nailing supporting technologies in excavation procedures. The reversed construction method has the advantages that the reversed construction method is reasonable and feasible, is high in operability and has important engineering application value and an important development prospect, and huge economic, social and environmental benefits can be brought by application of the reversed construction method.

The invention discloses a method for deep excavation pit combination support construction close to a subway station. The method is safe, reliable, short in construction period and low in construction cost and comprises the following steps that (1) two rows of reinforced concrete cast-in-place concrete piles are arranged at the outer side of an underground structure of an entrance and an exit of the subway station for blocking soil; (2) a single row of reinforced concrete cast-in-place concrete piles are arranged at the inner side of the underground structure of the exit and the entrance of the subway station; (3) coupling beams at the top of the reinforced concrete cast-in-plate concrete piles are constructed; and (4) when each coupling beam reaches to strength, earth excavation to a deep excavation pit is performed and in the process of excavation, a plurality of rows of steel tube inner supports are arranged transversally from top to bottom between the single row of reinforced concrete cast-in-place concrete piles and the deep excavation pit and meanwhile and meanwhile, soil nailing wall reinforce is adopted to the bottom of the underground structure of the exit and the entrance of the subway station in a matched mode until the earth excavation is performed to the bottom of the deep excavation pit.

The present invention relates to a pulling resistance testing box for earth nail. Said testing box includes the following several portions: a testing box main body with first additional chamber and second additional chamber, rock and soil sample, earth nail, an upper cover plate, a rubber water bag and a pulling force applying device. Said invention also provides the concrete structure and mounting mode of the above-mentioned every portion and the working principle of said testing box.

The invention discloses a detachable composite material panel soil nail support system, which belongs to the technical field of building auxiliary engineering. The soil nails are fixed on the wall of the foundation pit, and the detachable composite panels are fixed on the wall of the wall foundation pit by detachable anchors and soil nails, and are connected by waterproof devices between the panels. After the service period is over, the composite panel can be disassembled to continue serving for the next project. The detachable composite panel is made of resin-based fiber composite material, mainly because of its light weight, high specific strength, large specific modulus, and good fatigue resistance. Compared with the traditional soil nail wall construction, the construction speed of the detachable composite panel support system is fast and saves time: the detachable composite panel soil nail support system is better than the traditional one in controlling the distribution of the plastic zone of the foundation pit and the deformation of the foundation pit. Soil nailed wall, good safety.

The invention discloses a scattered row pile-soil-nailed wall combination supporting method, which is characterized in that: the excavation and support sequence is that: a. the scattered pile is constructed according to certain pile spacing and the ratio of the pile spacing to the pile diameter, the pile is an arch foot pile; b. the pile is constructed with the technology of mixing pile or rotary jet grouting pile and a water-stopping curtain is applied to stop the water between the piles; c. the earthwork layer by layer is excavated for the construction of soil-nailed wall; d. pile support construction or bolt construction is made if the pile support or the bolt is encountered; e. the beam is constructed or the pillar is support; f. the support is sustained or stretch the bolt is stretched; g. the concrete spraying of soil nail is excavated layer by layer; h. the procedure b-g is repeated until the pit bottom is reached. The scattered row pile-soil-nailed wall combination support structure can effectively maintain the stability of the foundation pit and the side slope and control the displacement of the foundation pit and the side slope.

The present invention relates to a packing apparatus for pressure type soil-nailing and soil-nailing construction method using the apparatus, can shorten a grouting time through pressure type grouting which seals completely grouting area, and can improve stability of a ground reinforcing body by filling liquid grout to even a gap between a boring hole and the ground and void of the ground.

The invention relates to a full-thread fiber resin rod body soil nailing wall and a construction method thereof; a soil nail rod body of a soil nailing wall is a full-thread fiber resin rod body, auxiliary reinforcement ribs are arranged at positions situated on the upper part of an interior segment of a concentrate surface layer of the soil nail rod body, and continuous cross pressing ribs are arranged on the lower part thereof; the fastening nut is a resin nut; the lining plate is a resin lining plate injected by a resin material and is fastened on the outer surface of the concentrate surface layer; and ring locators are sleeved on the parts stretched into the side slope soil of the full-thread fiber resin rod body at intervals. Compared with the present soil nailing wall, the invention has the advantages of simple and convenient construction, energy saving, consumption reduction and larger application range of resin rod body; and the nut and lining plate situated on the end part of the rod body are situated at the outside of the concentrate surface layer, so the stress is more reasonable. Meanwhile, an expanding head is arranged at a position situated in the side slope of the rod body according to the actual engineering to form a reinforced expanding head soil nail, so that the plasticity is strong. The invention can be extensively applied in the construction of side slope soil nailing wall technique.

The invention provides a novel soil nail diameter expanding device which comprises a core shaft knob, a core shaft, a core shaft knob advance and retreat control device, a drill rod and a cylindrical gear, wherein the core shaft knob and the cylindrical gear are connected through the core shaft; the cylindrical gear is positioned inside the drill rod; the novel soil nail diameter expanding device further comprises a first diameter expanding wing and a second diameter expanding wing; the first diameter expanding wing and the second diameter expanding wing are respectively connected onto the drill rod through connecting parts; a gear rack is respectively arranged on each of the first diameter expanding wing and the second diameter expanding wing; the gear racks are meshed with the cylindrical gear. The invention further provides a soil nail diameter expanding method. According to the novel soil nail diameter expanding device and diameter expanding method, the diameter of a soil nail hole at a soil nail anchorage section can be very conveniently enlarged to the size meeting the design requirement, so that the design purposes of economy, safety and reasonableness of a supporting structure can be achieved, and the construction cost is reduced.

A subsurface support is provided comprising a soil nail having an outer member and an inner member placed within the outer member. The soil nail includes features that maintain a uniform spaced relationship between the inner and outer members. The soil nail may be installed by drilling or launching through a launching device. The spaced relationship between the inner and outer members may be achieved by crimping the outer member, or by use of an insert installed between the inner and outer members. In other embodiments, the support is made of composite construction materials, and having a self-drilling capability. The soil nail has two primary members, namely, an outer threaded member, and an inner threaded member that is placed through the outer member The outer member is made from fiberglass, and a metallic drill bit is secured to a distal end of the soil nail. The inner member is preferably steel. The dual piece construction provides superior tensile and compressive strength, particularly for applications in which a coupler is used to join outer members to extend a length of the soil nail. A method is also provided to improve pull-out capacity by galvanizing the inner and outer members

The invention discloses a construction method of jet-grouting pile and composite soil-nailed wall support for deep foundation pit construction. The construction method comprises the following steps of (1) preparing for construction; (2) excavating, paying off, and finishing slopes; (3) cleaning side slopes; (4) constructing a jet-grouting pile; (5) spraying concrete for the first time; (6) forming holes; (7) inserting soil nail steel bars; (8) grouting; (9) laying steel bar nets; (10) spraying concrete for the second time; (11) constructing anchor rods; (12) applying prestress on soil nails; (13) manufacturing bottom beams. According to the construction method, the jet-grouting pile and a soil-nailed wall are combined for support, so that the bearing capacity is greatly increased, additionally, the self-bearing capacity of a soil body is reasonably utilized, and the soil body is used an integral part of a support structure; the structure has the advantages of light weight, large flexibility, good vibration resistance and malleability, stability, reliability, small displacement of support rear side slopes, strong overload capacity and short total construction time and can be excavated and supported at any time; compared with other deep foundation pit support types, the construction method has the advantages of low cost and high economic benefit.

The invention relates to a narrow site deep foundation pit excavation supporting construction method, and belongs to the field of building construction. The construction method includes the following contents that the depth of a foundation pit is 12.1 m; the depth of underground water in a the foundation pit is 30 m; the depth of underground water outside the foundation pit is 30 m; and the coefficient for importance of a supporting structure is 1.0. The construction method comprises the steps that (1) a soil nailing and anchor spraying method is adopted for slope supporting of the foundation pit; (2) a support pile and anchor cable method is adopted for non-sloping space supporting of a forwarding station and a gallery; and (3) the support pile and anchor cable method is adopted for foundation pit supporting. According to the narrow site deep foundation pit excavation supporting construction method, it is guaranteed that surface water outside the foundation pit does not flow into the foundation pit, accumulated water inside the foundation pit and on a slope face is drained out of the foundation pit in time, and stagnantblocked water on a shallow layer of the side wall of the foundation pit can be smoothly drained out; and a retention wall is arranged on the periphery of the foundation pit, it is guaranteed that rainwater cannot wash the slope, and it is guaranteed that the accumulated water can be drained out in time.

The invention relates to a soil nailing wall supporting construction method based on the assembly type recoverable process in the field of civil engineering. A supporting structure is composed of recoverable soil nails and assembly type prefabricated panels. A plurality of joints are arranged on the slope face in a multi-straight-line mode. The soil nails are arranged on the joints. Keels are arranged between the adjacent joints. The panels are installed among multiple straight lines. A foundation pit is excavated layer by layer to the pit bottom, and the joints, the soil nails, the keels and the panels are arranged layer by layer to finish construction of assembly type soil nailing supporting; supporting materials are disassembled and recovered; the panels, the keels, the joints and the soil nails are disassembled layer by layer after the foundation pit function is finished, and therefore the supporting materials can be recovered and reutilized. Assembly type construction can be achieved, the supporting materials can be machined in factories, and can be recovered and reutilized, and the purpose of environmental protection is achieved.

The invention discloses a composite soil nailing wall slope support method. The composite soil nailing wall slope support method comprises the following steps that (1) a drilling position is confirmed; (2) holes are formed, wherein a drill is aligned to the drilling position, a drill rod is driven by a drilling machine and the drill is driven to drill, in the drilling process, a follow-up sleeve sleeved outside the drill rod is gradually pressed inwards along with the drill rod until a design depth requirement is satisfied, and then the drill rod and the drill are backed out; (3) slurry injecting is conducted, wherein a butted molten steel spark pipe is inserted in the drilled hole, and slurry is injected in the molten steel spark pipe through a slurry jacking pump, in the process that the slurry is injected in the molten steel spark pipe, the follow-up sleeve is pulled outwards while slurry injecting is conducted, and the follow-up sleeve is completely backed out of the formed hole until slurry injecting in the molten steel spark pipe is finished. The composite soil nailing wall slope support method is suitable for high slope support of various slopes (particularly suitable for slope support of a backfilling loose ground surface or slope support under a high weathered geological condition), installment is easy to conduct, safety is high, operations are easy to conduct, and the construction cost is low.

The invention relates to a combined soil nailing construction method, which belongs to the field of geotechnical engineering, and includes the steps as follows: step 1, preliminary grouting is vertically performed at the top of a slope; step 2, earth is excavated to form a sloping surface, and bottom layer concrete is sprayed on the sloping surface; step 3, injected holes are distributed in a concrete surface formed in the step 2 and holes are drilled, wherein drill stems of drilling tools are steel pipes, and the steel pipes are left in the holes to serve as grouting pipes after the holes are formed; step 4, the grouting pipes are grouted, then rigid rod pieces are inserted in the pipes to form combined soil nails; step 5, panel tie pieces are placed on the sloping surface, and are enabled to be jointed with exposed heads of the rigid rod pieces in the step 4; and step 6, surface layer concrete is sprayed on the panel tie pieces, and the construction is completed. The method provided by the invention solves the supporting problem of soil layers with poor soil strength, and has the advantages of low construction cost and short construction period.

The invention discloses a sleeve-valve-pipe grouting and draining soil-nailing retaining device which is characterized by comprising a steel sleeve valve pipe, a grouting pipe, cement soil, coils and epoxy resin; one end of the steel sleeve valve pipe is opened, the other end of the steel sleeve valve pipe is closed, drain holes and grouting holes are distributed in the surface of the steel sleeve valve pipe on which the coils are wound, and the coils are connected with conducting lines and a high-frequency alternating-current power supply; each of the inner and outer sides of the steel sleeve valve pipe is coated with an epoxy resin protective layer by which the coils are covered; a slope surface is provided with a steel bar wire mesh, and cement slurry is sprayed on the slope surface, so that a cement soil surface layer is formed, and the cement soil covers the steel bar wire mesh; and the steel sleeve valve pipe is grouted at high pressure to form a grouting body. By using the steel sleeve valve pipe with the coils, an electromagnetic field and electromagnetic heating can act in a soil body around an anchor rod, so that the viscosity of water in the soil body is reduced and the draining efficiency is increased under the combined action of the electromagnetic field and a temperature field.

The invention discloses a construction method for a water-rich sand layer shield to pass through a steel tube soil nail area. According to the method, a steel tube soil nail is cut and twisted off with the adoption of a high-power rotary digging drilling-jumping hole, the cutting-off sole pressing steel tube is directly pressed into a space below 500 mm of the bottom of a tunnel, the length of theretained steel tube left in the tunnel is not greater than 500 mm, the discharge requirement of the shield is met, the drilling engineering quantity of a transverse barrier clearing hole is reduced to the greatest extent, a drilling hole is backfilled by mortar, excavation parameters of the shield are controlled, and the shield excavates through the steel tube soil nail area; and the method is easy to operate, abrasion of a cutter head and a cutting tool due to the fact that the shield directly passes through the steel tube area is reduced, and the situation that major accidents of surface collapse, building damage and the like happen due to the fact that direct excavation of the shield results in winding of the steel tube soil nail on the cutter head of the shield and causes disturbanceof a soil body is avoided. The problem that a shield tunneling machine is difficulty in construction and high in construction cost when passing through a barrier area.

The invention relates to a soil nailing wall supporting system based on the assembly type recoverable process in the field of civil engineering. The system comprises a plurality of soil nails, a plurality of joints, a plurality of keels and a plurality of panels. The joints are laid on the slope face as a horizontal straight line and spaced by a set distance. The joints cover the slope face one layer by one layer. One ends of the soil nails penetrate through holes of the joints and are inserted into the slope face. Every two adjacent joints in the same layer are connected through the keels. The panels are fixed between the two adjacent layers. The supporting system is high in structural stability, and all the supporting structural members can be machined in factories, and can be assembled for construction; supporting materials can be recovered and reutilized, and in this way, resources can be saved; the construction cost is saved, and in addition, the supporting materials will not be left underground.

The excavations of side vertical walls for building and underpasses must be shored so that the excavations adjacent to the neighboring properties do not cave in during the constructions. A Soil Nailing system has been used for stabilization of excavations and natural slopes for the last few decades in India and Abroad. Soil Nailing Technique used steel anchor rods inserted directly into the soil mass as a driven nails and when Nails are placed in pre-drilled holes to form grouted nails. In both the cases, it restrained load and the side deformations. In the present study, an innovative technique of ‘Soil Nailing’ has been developed for stepwise vertical de-stabilization and stabilization of compacted collapsible sandy soil for the construction of railway underpasses in live railway loading conditions. This technique is successfully implemented first time in the world for controlled destabilization of vertical cut slope and again stabilization for creating a space for pushing of box for railway underpasses for the length of 22 m and 50 m at two sites, namely Yamuna Bazzar and Apsara border, respectively, in Delhi, India. This Soil Nailing Technique of controlled destabilization of soil and again stabilization in steps has proved a superficial method of stabilization with the other methods for such kind of dynamic loading situations.

The invention relates to the technical field of intelligent environmental protection engineering construction, and particularly relates to a large deep foundation pit supporting construction structureand a method thereof. The large deep foundation pit supporting construction structure comprises a pavement, a side slope, a foundation pit side face, an upper soil nailing wall arranged on the surface of the side slope, a lower soil nailing wall arranged on the side face of a foundation pit, a crown beam, concrete supporting columns, concrete piles arranged on the pavement, steel pipes, a blocking net and steel wires. The method further comprises the steps of building the concrete piles, building the upper soil nailing wall, building the crown beam and the concrete supporting columns, building a blocking facility and building the lower soil nailing wall. The large deep foundation pit supporting construction structure and the method thereof solve the technical problems that in the prior art, in the deep foundation pit construction process, supporting is not firm, and the occupied area of a protection net is large.