545results about How to "Reduce excavation" patented technology

A method for locating gas leaks from underground gas pipelines in which a first acoustic sensor having a first signal output is positioned in ground disposed substantially above or at a distance from the underground gas pipeline. At least one second acoustic sensor having a second signal output is positioned in the ground at a plurality of locations substantially above the underground gas pipeline. The output signals from the acoustic sensors are measured for each location of the second acoustic sensor and the signals are adaptively filtered to remove common noise signal components. The statistical minima of these rms voltages are determined for both the first output signal and the adaptively filtered second output signals and the differences determined. The location of the second acoustic sensor corresponding to the largest positive said difference is the location closest to the leak site.

The invention relates to a non-excavation tube pulling construction method which comprises the following steps: (1) preparation work: understanding stratum and underground condition, calculating the number of chambering and the size of a return compandor, and formulating the control data of a pipeline midline and elevation and correction measures; (2) measuring plane surface, controlling payingoff, and measuring the elevation of each pile; (3) setting an active well, and receiving and setting a drilling machine; (4) preparing drilling fluid; (5) drilling pilot holes,; (6) adopting the compandor to chambering, cleaning the hole at the same time, and protecting walls with slurry; (7) welding the pipeline; (8) pulling the tube, and simultaneously pulling a steel tube with the same length as that of the tube; (9) casting slip and fixing; (10) mounting tubes; (11) testing pressure and flushing. The invention can effectively increases economical benefit and social benefit, and has the advantages of environmental protection and energy saving.

The invention discloses a method for primary support with a corrugated steel plate and concrete combined structure taking the place of a steel grating. The corrugated steel plate and concrete combined structure is formed by assembling and connecting an upper supporting corrugated plate, a side wall corrugated plate and an inverted arch corrugated plate into a ring; two arch feet of an upper step of a cavern are fixedly provided with two pieces of H-section steel, and the upper end of the upper supporting corrugated plate and the upper end of the side wall corrugated plate are supported and fixed through the H-section steel; two arch feet of a lower step are fixedly provided with two pieces of channel steel, the lower end of the side wall corrugated plate is supported and fixed through the channel steel, and an inverted arch lap joint is reserved on the lower end of the side wall corrugated plate; the upper supporting corrugated plate, the side wall corrugated plate and the inverted arch corrugated plate are sequentially connected through flanges in the longitudinal direction; concrete is poured among the upper supporting corrugated plate, the side wall corrugated plate, the inverted arch corrugated plate and surrounding rock. The structure is manufactured through the structure mixing a corrugated steel plate and the concrete, stress is balanced through the structure and the surrounding rock, strength of the primary support is guaranteed, and the structure has the advantages that construction is facilitated, the period is short, efficiency is high, stability is high, and cost is low.

The invention discloses a manufacturing method for a microorganism heat-insulation building material. The manufacturing method for the microorganism heat-insulation building material comprises the following steps: taking a bacteria solution which has a mineral deposition function and is prepared from microorganisms and a corresponding nutrient solution as raw materials; directly carrying out mineral deposition on various lightweight aggregates or compounding inorganic or organic cementing materials; and carrying out microorganism inactivation and pore forming to obtain novel microorganism heat-insulation plates, heat-insulation blocks, heat-insulation concrete, heat-insulation mortar and the like. By the method, the physical and mechanical properties of an existing traditional heat-insulation material can further be improved through a microorganism mineralization function and an inactivation process. Microorganism mineral deposition products are used as cementing material manufacturingand modifying building heat-insulation materials, contradiction between strength and heat insulation of the heat-insulation materials can be solved effectively, cementing materials such as cement arereduced and are even prevented from being used, resource consumption are reduced remarkably, mine excavation frequency is reduced, pollution emission is eliminated, and environment stress and haze influence are relieved. The manufacturing method for the microorganism heat-insulation building material is an environmentally friendly building material manufacturing method, and has good economic benefit, environment benefit and social benefit.

A bracket assembly rests upon a pile or deep foundation pier set adjacent to a lightweight structure or foundation element such as a porch. The bracket slides upon a pile or deep foundation pier and adjusts from the side of the pile or deep foundation pier. The bracket assembly has a weldment with bearing and guide members. The bearing member supports the lightweight structure or foundation element while the guide member raises the bearing member on the pile or deep foundation pier. The guide member has a sleeve and U-shaped bolt to grasp the pile or deep foundation pier. A cap plate atop the pile or deep foundation pier connects to the guide member through rods. Turning nuts on the upper end of the rods pulls them and thus the lightweight structure or foundation element upwards. The bracket assembly is lightweight and supports approximately five thousand pounds.

The invention discloses a construction method of a shallow-buried subsurface-excavated cross-shaped cross-strut tunnel. The method includes the following steps of conducting construction preparation, conducting measurement and pay-off on a tunnel advanced support and the tunnel contour line according to construction design requirements, conducting advanced geological forecasting through the geophysical prospecting advanced geological forecasting and drilling advanced geological forecasting combined mode, conducting advanced pipe shed grouting and advanced curtain grouting, checking the grouting effect, entering the next procedure if the grouting effect meets the construction requirement, conducting advanced pipe shed and advanced curtain grouting again if the grouting effect does not meet the construction requirement, conducting excavation support construction on construction areas on by one from top to bottom and from left to right, conducting primary support and temporary support sealing and conducting monitoring and measuring after the primary tunnel transverse end face construction is completed, repeatedly executing the steps for the next circulation of construction if the design requirement is met, conducting support strengthening if the design requirement is not met, and regulating excavation parameters to conduct excavation support construction again till the design requirement is met.

The invention discloses a well-testing interpretation model used for analyzing a series structure of multiple fracture-cave units and methods. The model includes: merging fracture-karst-cave reservoirbodies in fracture-cave-type oil reservoirs into the fracture-cave units; merging fracture-corrosion-hole reservoir bodies in the fracture-cave-type oil reservoirs into the fracture-cave units; for carbonate-rock fracture-cave-type oil reservoirs, using the fracture-cave units and fracture-hole units to approximate radial sector structure bodies; and regarding connection areas between sectors aspressure conducting areas with no pressure dropping, namely being equal to boundary pressure of the preceding sector by pressure of an outflow end of the subsequent sector, and being equal to a boundary inflow amount of the preceding sector by an outflow amount of the subsequent sector. One of the methods includes applying the model to analysis and interpretation technology of the fracture-cave-type oil reservoirs. According to the well-testing technology solution used for analyzing the fracture-cave-type oil reservoirs provided by the invention, a well-testing technology blank of the fracture-cave-type oil reservoirs is filled, a utilization rate of well-testing data is increased, and a well-testing analysis means is provided for knowing and evaluating fracture-cave-type oil reservoir structures.

The invention discloses a stone side slope biological control method which comprises the following steps of (1) side slope status analysis and safety evaluation, (2) nursery stocks pre-cultivating, (3) bird nest type layout, (4) bionic nest building, (5) formula planting and (6) community forming. The stone side slope biological control method integrates the engineering mechanics, the ecology, the aesthetics, the biotechnology and other disciplines and fields, a stable and ecological three-dimensional side slope can be quickly formed, the landscape effect is good, the ecological benefit is lasting and stable, maintenance cost is low, maintenance difficulty is low, the slope fixing effect is obvious, a protection function is outstanding, and the method is used for side slope protection of roads, railways, dams and the like, and also can be used for ecological management of desertification and stony desertification.

The invention discloses a construction and manufacturing process of a total-prefabricated superimposed assembly type underground pipe gallery. A bottom plate of the underground pipe gallery is a prefabricated superimposed bottom plate. A side wall or a side wall and middle wall body is a prefabricated sandwich superimposed wall. A top plate of the underground pipe gallery is a prefabricated superimposed plate. The bottom plate, the side wall or the side wall and middle wall body and the top plate are connected in a cast-in-place manner to form the integrated underground pipe gallery. The shop prefabrication way and the superimposed cast-in-place way are combined, the advantages of the shop prefabrication way and the advantages of the cast-in-place way are fully taken, defects and deficiencies are overcome, especially the defects of low production efficiency and small transportation amount of a traditional prefabricated pipe gallery are overcome, the purposes of template-free cast-in-place construction, environmental protection, material saving, high quality and high efficiency are achieved, and the underground pipe gallery has high water resistance.

An earth nail method for protecting the soft-earth slope includes measuring and drawing lines, vertically driving the anchor tubes with grouting hole into earth, grouting, vertically digging down along the internal side of each anchor tube, arranging net, spraying cement, slurry, driving earth nails in the earth, grouting, rigidly fixing the earth nails, net ribs and anchor tubes, and spraying concrete. Said steps are repeated layer by layer undtil foundation. The drain ditch is dug on the foundation.

The invention relates to a novel composite arc bridge structure, and particularly discloses a lattice-type large-span soil-filling composite corrugated steel arch bridge structure. Sandwich mortar composite corrugated steel plates are adopted as large-span main arch rings of the composite structure. The corrugated steel plates are connected to form a reversely arranged double-layer plate through bolts, studs are arranged in an interlayer, and filled high-strength mortar forms an integral sandwich composite corrugated steel plate. Corrugated steel tubes are adopted by gastropore. Load is conveyed between the main arch rings and the gastropore by filling soil. The lattice-type large-span soil-filling composite corrugated steel arch bridge structure has the advantages of being low in weight, durable, high in strength, good in flexibility, high in performance, rapid in construction, good in economic benefit and the like, is an ideal alternative to reinforced concrete bridges, can be widely used in the construction of middle-sized bridges (20-50m), and can certainly generate good social economic benefit.

The invention relates to a splicing structure for pipe pieces of an ellipse-like shield tunnel with a stand column. An integral ring is formed by enclosing and splicing the pipe pieces. The adjacent integral ring pipe pieces are spliced to form the splicing structure for the pipe pieces of the shield tunnel. The splicing structure is characterized in that the cross section of the splicing structure for the pipe pieces of the shield tunnel is a double-axis symmetric smooth ellipse-like part provided with the center stand column and formed by four sections of inferior arcs, the double-axis symmetric smooth ellipse-like part comprises a top arc, a bottom arc, a left side arc and a right side arc, the top arc with the large radius and the bottom arc with the large radius are arranged vertically and symmetrically in the opposite directions, and the left side arc with the small radius and the right side arc with the large radius are transversely and symmetrically arranged in the opposite directions. The spliced joints of the adjacent integral ring pipe pieces on the cross section keep away from the most unfavorable stress part of the tunnel structure, and the adjacent integral ring pipe pieces are spliced through staggered joints. Annular connectors and the longitudinal connectors of the pipe pieces are connected through bolts and hand holes, plane contact pulling and anchoring type lacework box type hand holes are adopted in the annular connectors, and high bearing force is achieved. The splicing structure has the advantages that a tunnel arc bearing structure and the high rectangular structure space utilization rate are combined; the longitudinal hand holes are in double-axis symmetric arrangement, and one set of pipe pieces can meet the requirement for staggered joint splicing.

The invention discloses a steel sheet pile and open caisson combined underground garage. A body structure of the underground garage comprises an external wall and an external wall supporting structure; the external wall is composed of an upper external wall body and a lower external wall body which are connected in an up-down manner; the upper external wall body is a steel plate pile wall formed by connecting steel plate piles with one another; the lower external wall body is a reinforced concrete well wall of an open caisson; and the external wall supporting structure serves as a supporting structure of a parking platform of the underground garage at the same time. The external wall of the underground garage adopts a compounded external wall composed of the steel plate pile wall and the well wall of the open caisson, and the beneficial effects of the steel plate pile wall and the well wall of the open caisson are combined. The invention further discloses a construction method of the underground garage. According to the construction method, firstly, the steel plate piles sink to form the steel plate pile wall; and then the open caisson is poured in the steel plate pile wall and sinks. By means of the construction method, the building cost of the underground garage is successfully reduced, and the building time of the underground garage is successfully shortened.

The invention discloses a full-section rock ripper for a long-distance heavy-gradient inclined shaft. The full-section rock ripper comprises a shield body, a handpiece arranged on the front end of the shield body and composed of a cutterhead and a main driving system, a cutterhead capable of rotating in two directions to discharge slag, an excavation cabinet located behind the cutterhead, a sealable slag receiving hopper and an anti-surge door, which are arranged in the excavation cabinet, a stabilizer arranged at the top part in the shield body, a propelling oil cylinder arranged in the shield body and hinged with the handpiece, an explosion proof drainage system, an explosion proof ventilating and dedusting system and a mainframe belt conveyor, wherein the full-section rock ripper further comprises a duct piece assembling machine arranged at the back end of the shield body, an assorted back belt conveyor connected with the mainframe belt conveyor and a quick material pouring and conveying system. The full-section rock ripper disclosed by the invention can effectively solve such problems in the long-distance heavy-gradient inclined shaft as burst of massive water and harmful gases, tunneling speed and efficiency, auxiliary material transport, mainframe overturning and lateral rolling of mainframe.

The invention discloses a construction method of the pile foundation bucket foundation. The foundation consists of a bucket body and a pile foundation; the bucket body comprises an upper wall body, a lower wall body, a cover plate, an upper baffle and a lower baffle. The cover plate is arranged at the upper part of the lower wall body, and the lower baffle is arranged inside the lower wall body, so as to form a lower wall body cavity. The upper wall body is arranged on the cover plate, the upper baffle is arranged inside the cover plate, so as to form an upper wall body cavity. A water-air valve and a concrete pouring valve which are communicated with the upper wall body cavity and the lower wall body cavity are arranged on the cover plate. The bucket body is sunk after the construction of the pile foundation, injecting water into the upper wall body cavity and absorbing water by the lower wall body cavity are main sinking means, and when the bucket body reaches a designed penetrating depth, bottom sealing concrete and in-bucket concrete are poured into the lower wall body cavity, so that a pile is connected with the bucket body. The pile foundation bucket foundation is suitable for being served as a deep-water bridge foundation on the condition of a thick covering layer, gives full play to the characteristics of high vertical bearing capability of the file foundation and convenience in construction of the bucket foundation, has high applicability, simple construction technology, small post-construction settlement, and lower requirement on offshore construction equipment, does not require the building of large construction auxiliary facilities, and is low in construction cost.

The invention relates to an underground shiplock arranged in a mountain body, which comprises an upstream approach channel (2) and a downstream approach channel (4) for connecting a shiplock main body section (3), wherein the shiplock main body section (3) comprises an upper lock head (20), a lock chamber (22) and a lower lock head (21), an upstream water-blocking door slot (6) is arranged at theupper lock head (20) of the shiplock, an upstream working door (7) is arranged behind the upstream water-blocking door slot (6), a downstream working door (8) is arranged at the lower lock head (21) of the shiplock, a downstream access door slot (15) is arranged behind the downstream working door (8), and the shiplock adopts a reinforced concrete lining structure. When the shiplock is built on a water conservancy and hydropower junction in a high mountain and valley area, hole excavation is used for replacing open excavation, thereby greatly saving engineering quantity and cost of the shiplock; by matching with construction of a dam, the navigation conditions of an upstream river course and a downstream river course are improved, and a bright future is provided for enabling the river courses to expand the navigable mileage upstream and developing water transportation traffic in mountain areas.

The invention provides a construction method of a single-side mould supporting system. The single-side mould supporting system comprises an embedded part system, wall body templates and a single-side support frame. The construction method of the single-side mould supporting system is characterized by comprising the following steps of: (1) embedding one end of a foundation bolt, and enabling the other end of the foundation bolt to be protruded out of the ground and form an angle of 45 degrees with the ground; (2) selecting and splicing the wall body templates, and sealing edge seams by using sealing strips; (3) erecting the triangular single-side support frame, installing a steel pipe, and fixing the steel pipe of the single-side support frame with a connecting rod of the embedded part system, which is connected with the upper end of the foundation bolt; (4) connecting the wall body templates and the vertical rod part of the single-side support frame by using a connecting device; (5) adjusting a rear supporting seat positioned on the lower end of the single-side support frame up and down so that an upper ports of the wall body templates are slight inclined into a wall; (6) pouring concrete between the wall body templates and wall bodies of adjacent buildings; and (7) after a concrete wall achieves mould disassembling strength, disassembling the single-side mould supporting system. The construction method of the single-side mould supporting system has simple process and increased work efficiency; and in addition, poured outer wall concrete has good appearance quality and higher applicability.