607results about "Artificial islands" patented technology

This invention relates to the field of deep foundation pit support construction technology, specifically a nested support construction process for deep foundation pit elevator shafts and sump pits. It solves the problem that traditional caisson waterproofing technology is prone to failure due to pit wall collapse in highly permeable gravel strata, making it difficult to create stable construction conditions. The process includes a steel caisson support structure, within which a steel caisson waterproofing structure is nested. This steel caisson waterproofing structure is used in conjunction with the steel caisson support structure for nested construction. This invention, through the nested cooperation of the steel caisson support structure and the steel caisson waterproofing structure, and the injection of a self-compacting concrete filling layer, achieves an integrated support and waterproofing effect during construction. It creates a stable, dry, and enclosed working space in easily collapsible, highly permeable strata, solving the problem of failure of traditional single waterproofing technology and creating safe and reliable conditions for subsequent structural construction.

The application discloses a detachable ship lock chamber structure in the field of ship locks, which comprises a bearing assembly arranged on a foundation to bear vertical water pressure in a lock chamber and prevent water in the lock chamber from penetrating into the foundation, a side bearing assembly arranged on both sides of the bearing assembly to bear horizontal water pressure in the lock chamber and prevent water in the lock chamber from flowing out from the side, and a side wall supporting assembly detachably arranged on the side bearing assembly through a pin shaft structure, and a method for expansion; the application has the beneficial effects that the side wall supporting assembly is connected with the side wall supporting assembly through the mortise and tenon structure, the side wall supporting assembly is more modular, the side wall supporting assembly is more conducive to expansion of an existing lock chamber, the expansion efficiency is higher, and the influence on navigation is smaller.

This invention belongs to the field of road construction technology and discloses a prefabricated corrugated steel retaining wall. It includes anchor rods inserted into the corrugated sheet and soil layer to fix the corrugated sheet in place. A push rod passes through the anchor rod, which has a storage groove for storing concrete. A discharge port is located on the outside of the anchor rod; movement of the push rod causes the concrete in the storage groove to be discharged from the discharge port. A support part is slidably hinged to the push rod, allowing the push rod to move and expand the support part. The discharge port is located on the side of the support part near the corrugated sheet, allowing the discharged concrete to abut against the support part. The support part includes a slider and an anchor plate. The slider slides within a groove and can rotate freely. One end of the anchor plate is hinged to the slider. A support rod is connected to the side of the push rod near the groove, and one end of the support rod slides with the end of the anchor plate near the groove. This invention solves the problem in existing technologies where soft soil causes the corrugated sheet to easily loosen after installation, resulting in poor adhesion to the soil layer and subsequent collapse.

This invention discloses a method for overlapping construction of waterproofing systems in existing subway lines. It relates to the field of underground engineering waterproofing construction technology and includes: Step 1, current status investigation and deformation assessment; Step 2, overlapping structure system design; Step 3, key material selection and process matching; Step 4, refined overlapping construction process; and Step 5, full inspection after each process. This invention's method for overlapping construction of waterproofing systems in existing subway lines, through Step 1, involves structural deformation monitoring and analysis and diagnosis of the existing waterproofing layer; Step 2, involves deformation adaptation structure design and differential deformation compensation design; Step 3, involves material selection and process innovation; Step 4, involves base treatment, interface treatment, expansion joint and node construction, and reinforcement layer construction; and Step 5, involves process inspection. This method, tailored to the characteristics of existing subway lines, enables the effective combination of different waterproofing materials, adapts to continuous deformation, and ensures long-term reliability.

A locking mechanism for a connector assembly is described. The locking mechanism comprising complementary male (2) and female portions (3). The female (3) portion comprising an inclined surface (36) and engaging members (20) arranged thereon. The male and female portions comprising grooved surfaces (9,29), wherein the grooves are asymmetric. The male portion (2) extends through the female portion (3), and the grooved engaging members are arranged radially inward of the inclined surface (36), between the male portion and outer sleeve (30); the load being transferred from the male portion (2) to the grooved engaging members (20) and from the grooved engaging members to the outer sleeve (30), wherein the load is transferred from the grooved engaging members to the outer sleeve only at the interface of the inclined surfaces of the grooved engaging members and outer sleeve.

The application discloses a comprehensive pipe gallery forming construction method using cast-in-situ assembling molds, relates to the technical field of pipe gallery construction, and comprises the following steps: excavating a foundation trench and reinforcing a foundation and a side slope, manufacturing a cushion layer of the foundation trench, installing a box-shaped outer mold, binding a bottom plate steel reinforcement cage, a side wall steel reinforcement cage and a middle partition wall steel reinforcement cage on the cushion layer, installing a bottom plate guide wall mold, pouring local bottom plate concrete and side wall concrete, removing the bottom plate guide wall mold, installing a bearing platform on the bottom plate, installing a moving platform on the bearing platform, transporting the box-shaped inner mold to a construction position by the moving platform and installing the box-shaped inner mold on the bottom plate concrete, binding a top plate steel reinforcement cage, pouring residual side wall concrete and middle partition wall concrete, then pouring top plate concrete, and removing the box-shaped inner mold and the box-shaped outer mold after maintenance is completed. The mold has stable structure and high strength, the inner side of the box-shaped outer mold is smooth, the joint precision is high, the smoothness of the attached waterproof coiled material is favorable, and the delivered finished pipe gallery is obviously improved in size standard and waterproof performance.

The utility model discloses a kind of underground water middle plate flow guide systems, and flow guide system includes the catchment area of being arranged in the water side of underground structure, the runoff system being arranged on the middle plate of underground structure and the drainage system being arranged in the backwater side of underground structure;The bottom of catchment area is with the top of middle plate, top extends to ground, and catchment area is communicated with the shallow water-permeable layer of the water side of underground structure;Runoff system is composed of the water inlet pipeline being arranged on the side wall of the water side of underground structure, the flow guide groove being arranged on middle plate and the drainage pipeline being arranged on the side wall of the backwater side of underground structure;Drainage system is communicated with the shallow water-permeable layer of the backwater side of underground structure, and drainage system is composed of multiple gravel water outlet passage.The utility model has the advantages that: shallow groundwater can be realized runoff in underground space, greatly alleviate the problem of groundwater runoff disorder and high water due to engineering construction, reduce leakage and anti-floating problem caused thereby.

The application provides a complex stratum comprehensive pipe gallery, a composite formwork which can be removed without disassembly and a construction method, and comprises a bottom plate foundation, a side wall foundation, a side wall and a top plate, the side wall is provided with a prefabricated side wall outer formwork which can be removed without disassembly and a prefabricated side wall inner formwork which can be removed without disassembly, a stay bolt is arranged between the side wall inner formwork and the side wall outer formwork, a pre-embedded steel plate is pre-embedded in the side wall inner formwork, an outer nut and an inner nut are fixedly arranged on the pre-embedded steel plate, the inner nut is used for being connected with a cable support base, the outer nut is used for being connected with a side wall truss steel bar, and the side wall truss steel bar is fixedly connected with an inner steel bar sheet and an outer steel bar sheet. The application can greatly improve the construction efficiency, especially the time required for waiting for final setting and removing the formwork and the time required for cleaning and installing a groove when installing the cable support.

The application relates to an embankment structure, which comprises L-shaped retaining walls, multilayer backfill soil layers and a road surface structure layer, the L-shaped retaining wall comprises a weight platform and a side wall, the weight platform is arranged on the top of a retaining wall foundation, the side wall is connected with the weight platform and has a preset height, two L-shaped retaining walls are arranged in pairs and form a backfill cavity with a preset space; the multilayer backfill soil layers are sequentially arranged in the backfill cavity, and a geogrid layer is arranged between every 1-2 backfill soil layers, the end of the geogrid layer is reversely folded and extends to the geogrid of the upper layer, a preset gap is formed between the backfill soil layer and the inner wall surface of the side wall, and a sand cushion layer is filled in the gap; and the road surface structure layer is arranged on the top of the backfill soil layer. The soil pressure of the embankment structure is smaller, so that the thickness requirement of the retaining wall is reduced, and the occupied space can be reduced to a certain extent.

The present application relates to the technical field of station component connection, in particular to a prefabricated assembly type subway station component grouting auxiliary device, which comprises a guide mechanism and an auxiliary material supplementing mechanism; the guide mechanism comprises a plug rod and a guide sleeve; the plug rod is vertically and slidingly connected in a first grouting groove opened in the bottom of the station component, and the guide sleeve is vertically installed on the top surface of an external base; the top of the first grouting groove of the station component is provided with a grout outlet, and the bottom is provided with a second grouting groove; the top of the base is provided with a grouting hole connected with a grouting pipe; the auxiliary material supplementing mechanism comprises a feeding pipe, a material guiding pipe communicated at the bottom of the feeding pipe, and a material pushing assembly installed on the material guiding pipe and used for pushing the surplus material in the material guiding pipe out; the end of the material guiding pipe away from the feeding pipe is communicated with the grout outlet. The present application can be used for guiding connection during the connection stage of the station component and the base, and can also make the connected station component and the base more firm; the present application has simple structure and is convenient for popularization and application.

Prefabricated concrete retaining wall comprising a retaining wall (1) and a holding device (13), wherein the lower end of the retaining wall (1) is fixedly mounted to a positioning device (2), characterized in that the positioning device (2) comprises a docking groove (3), a steel rod (4), a hexagonal precast slab (5), a tension rod anchor box (6), a tension rod (7), an end steel pad (8) and an end concrete block (9), wherein the docking groove (3) is provided at the upper end and the lower end of the hexagonal precast slab (5), wherein the steel rod (4) is fixedly mounted inside the hexagonal precast slab (5), wherein tension rod anchor boxes (6) are fixedly mounted at equal intervals on both sides inside the hexagonal precast slab (5), wherein the tension rod (7) is fixedly connected to the end steel pad (8), and wherein the end steel pad (8) is fixedly mounted inside the end concrete block (9).and wherein the end of the tension rod (7) facing away from the end steel pad (8) is slidably mounted in the tension rod anchor box (6), wherein the tension rod anchor box (6) comprises a positioning steel plate (10), a tension rod end (11) and an alignment groove (12), wherein the alignment groove (12) is provided within the positioning steel plate (10), and wherein positioning steel plates (10) are symmetrically fixed in the tension rod anchor box (6), wherein the tension rod end (11) is slidably inserted into the alignment groove (12).

The application belongs to the technical field of pile foundation construction in water. A kind of super-long large-diameter pile foundation water operation platform unit is disclosed, including support cylinder and cantilever positioning guide frame, guide assembly is arranged on the cantilever positioning guide frame, the guide assembly is used to limit the radial support of the support cylinder, support assembly is arranged on the support cylinder, and the support assembly is used to support the cantilever positioning guide frame. A kind of super-long large-diameter pile foundation water operation platform and construction method are also disclosed. The overall arrangement of the present application is reasonable, which can effectively solve the problems existing in the construction of the existing super-long large-diameter pile foundation operation platform, improve the stability and construction efficiency of the structure, realize modular arrangement, and be more convenient for construction and control of structural stability.

The present application relates to a kind of for locking steel pipe pile cofferdam water stop pressure grouting device, including a support frame, pressure grouting pipe, annular air bag and inflation pipe;The support frame includes upper support plate and lower support plate, there is a certain interval between upper support plate and lower support plate and welding connecting rod, multiple buckles are arranged in equidistance rotation on the edge of upper support plate, and the lower end of buckle is located below upper support plate and is inclined to the outside of upper support plate upwards;Pressure grouting pipe vertically penetrates upper support plate and lower support plate;Annular air bag is located between the upper support plate and lower support plate of support frame, annular air bag can extrude the lower end of buckle to rotate to the outside of upper support plate in inflation state, and its annular outside surface protrudes to the outside of upper support plate and lower support plate;Inflation pipe penetrates upper support plate and inflates and deflates air bag.The present application can be combined with rock by the way of high-pressure grouting to press cement slurry from inside steel pipe pile to outside steel pipe pile, so that steel pipe pile is closely combined with rock, and the water stop effect of steel pipe pile cofferdam is improved.

The utility model relates to a kind of bottom plate waterproof and drainage system.The existing waterproof and drainage system is easily interfered by various factors, and water seeping from the inside of structure cannot be drained and collected.The utility model includes bottom plate blind ditch system, side wall pre-buried grouting system and side wall drainage system;Bottom plate blind ditch system is set below cushion, including multiple longitudinal drainage blind ditches and multiple horizontal drainage blind ditches;Side wall pre-buried grouting system includes multiple repeatable grouting pipes and multiple horizontal pre-buried grouting pipes, and repeatable grouting pipe is set between primary support and waterproof layer along vertical direction;Side wall drainage system includes multiple vertical drainage plate strips and multiple longitudinal drainage plate strips, vertical drainage plate strip is set between station vertical height network spray and waterproof layer, and longitudinal drainage plate strip is set in side wall longitudinal construction joint position.The utility model's waterproof and drainage system is not easily interfered by various factors, and water seeping from the inside of structure can be drained and collected.

This invention relates to a tie-type anchored pile-slab wall composite structure and a jacking and correction device, belonging to the field of ancient building correction technology. The single pile foundation of the tie-type anchored pile-slab wall composite structure and jacking and correction device is cast in the soil layer below the stone masonry foundation. A column base is installed on the single pile foundation. The bottom of the jacking and correction device is installed on the column base, and the top is installed at the bottom of the stone masonry foundation. One end of the pressure correction device is fixed to the jacking and correction device, and the other end is anchored to the external soil-rock bearing layer via pulleys. The external steel plate is pasted on the outer surface of the stone masonry foundation, and a retaining plate is installed on the outside of the stone masonry foundation above the single pile foundation. This invention uses a combination of jacking and pressure correction devices for precise control and accurate correction during the correction of ancient building stone masonry foundations. Furthermore, the tie-type anchored pile-slab wall composite structure strengthens the stone masonry foundation, improving its stability.

The present application relates to the field of environmental management technology, and more particularly to a kind of slope ecological restoration system, including slope structure, the top of the slope structure is equipped with slope top structure, the bottom of the slope structure is equipped with retaining wall, the connecting place of the slope top structure and the retaining wall with the slope structure is equipped with drainage ditch, the surface of the slope structure is anchored with grid type reinforced structure, ecological soil is equipped in the grid type reinforced structure, vegetation layer is equipped in the ecological soil;The ecological soil is composed of 100 parts of undisturbed soil, 0.3~0.9 parts of guar gum, 1 part of organic fertilizer, 10 parts of water.The system of the present application significantly improves soil shear strength and vegetation coverage, reduces soil and water loss, and achieves rapid construction of complex terrain through modular reinforced structure, especially suitable for ecological restoration and soil and water conservation of high and steep rock slope.

This invention relates to the technical field of soil and water conservation equipment, and discloses a filter layer device for drainage holes in retaining walls in seasonally frozen soil areas of plateau regions. The device includes a partition plate 1 with several water outlet holes 1 on its surface. A partition plate 2 is located on the side of the partition plate 1, with several water outlet holes 2 on its surface. A partition plate 3 is located on the side of the partition plate 2 away from the partition plate 1, with several water outlet holes 3 evenly spaced on its surface. A partition plate 4 is located on the side of the partition plate 3 away from the partition plate 2. The partition plates 1, 2, 3, and 4 are all fixedly connected by side plates. By using perforated partitions, the installation position does not need to be readjusted before backfilling the retaining wall after on-site assembly. The backfill soil is less prone to deformation and damage during compaction. The filter layer construction combines perforated partitions with filter media in the filter box, effectively filtering soil carried in the water and improving soil protection, thus preventing soil and water loss.

This application is directed to systems and methods of locking and unlocking a hatch lid or any other type of opening having a hinged covering. In some embodiments, a blade is actuated by a motor or linear actuator. Blades of the inventive subject matter can include one or two racks that interact with one or two pinion gears. In embodiments having rotational motors, a pinion gear can be coupled with that motor and with a rack that can cause the blade to move when the motor turns. In embodiments having linear actuators, the linear actuator more directly causes the blade to move. Other embodiments of the inventive subject matter include a screw mechanism that can interact with a locker receptacle upon rotating a motor coupled thereto.

Offshore structure comprising a pile of a foundation and at least one offshore element, mounted on the pile, forming a slip joint, wherein between an inner surface of the offshore element and an outer surface of the pile: - a coating, especially an anti-fouling coating is provided, increasing friction between the said two surfaces and / or preventing corrosion of one or both of said surfaces and / or - at least two spaced apart areas are provided with a substance, forming a seal between the said outer surface and the said inner surface, near an upper end of the pile and the off shore element and between a lower end of the off shore element and the pile.

This utility model relates to a manhole cover lock, comprising: a lock cylinder disposed on the manhole cover, the lock cylinder having a vertically penetrating lock hole and an annular sleeve groove; a latch assembly comprising a sleeve fitted onto the lock cylinder and a latch disposed on one side of the sleeve, the upper end of the sleeve having a protruding component rotatably disposed within the sleeve groove; the latch being bent, its end being away from the sleeve, thus forming an anti-theft zone between the end of the latch and the sleeve; a locking assembly disposed between the sleeve and the manhole cover for restricting the rotation of the sleeve; and a key comprising a shaft and a lever disposed at the end of the shaft, the end of the lever abutting against the end of the latch, rotating the shaft causing the sleeve to rotate. This provides a manhole cover lock that allows for quick assembly of the latch and lock cylinder, resulting in a secure connection between the latch and lock cylinder after assembly, and preventing the latch from being easily moved by a stick.

The utility model provides a kind of adjustable anti-settling inspection well lid seat for municipal engineering, it is related to inspection well lid seat technical field, including well lid, well seat, connecting piece, well shaft and adjusting ring, the well lid is connected with well seat by connecting piece, the well seat is installed in the inlet of well shaft, the adjusting ring is fixedly installed in the camber surface of well shaft;Self-adapting adjusting device, the self-adapting adjusting device is arranged on the surface of adjusting ring, and the self-adapting adjusting device includes hydraulic air bag shell, push block, baffle, support ring, hydraulic damper, spring, bearing and sleeve.The utility model solves the current market commonly used anti-settling well seat using fixed concrete pedestal, although it can delay settlement, but cannot self-adapting leveling, under the long-term rolling of vehicle, it is easy to cause the uneven stress direction of inspection well lid, further lead to well seat inclination, well seat settlement is difficult to find with naked eye and easy to cause accident, when artificial leveling is carried out, road needs to be blocked, time-consuming and labor-consuming, affect vehicle traffic problem.

This invention discloses a smart rock-based composite manhole cover with multi-gas detection, relating to the field of composite material technology. It includes a detection breathing layer, a micro-protective chamber layer, a smart core sealing layer, and a load-bearing and energy-harvesting layer. The detection breathing layer comprises a bottom protective layer and a gas collection area, located in the center of the bottom protective layer, with several gas collection holes. The micro-protective chamber layer is positioned above the gas collection area and includes a ceramic cavity and a primary rock-based filling layer. The smart core sealing layer, positioned above the micro-protective chamber layer, includes a microcontroller, a wireless communication module, a rechargeable battery pack, and a secondary rock-based filling layer. The load-bearing and energy-harvesting layer is positioned above the smart core sealing layer. The smart rock-based composite manhole cover mentioned in this application combines high strength, low water absorption, hydrophobic and breathable properties, and explosion-proof and flame-retardant characteristics, adapting to the protection requirements of built-in gas sensors and electronic components.

The application discloses a kind of anti-deformation devices and construction methods of shield crossing shallow near building, including support assembly, including support frame, main pipeline, shunt pipe, connecting hose and air bag, the main pipeline is set to the support frame top, the shunt pipe is communicated with the main pipeline, the connecting hose is communicated with the shunt pipe, the air bag is set to the connecting hose bottom end.The application has beneficial effects: through the cooperation of support assembly and auxiliary assembly, for driving air bag to move, and avoid gas to accidentally enter the inside of air bag during air bag moving, and after air bag is moved to specified position, the position of air bag can be fixed, and air bag can be dropped down, while air bag inside can be inflated, and during air bag use, if there is single air bag gas shortage, single air bag can be inflated.

The invention relates to a connected street lighting system (1), comprising a cast iron or steel street lighting piece (2) covering a manhole and having at least one slot (3) through it, sensors, connectors associated with an electronic device (6), and a protective housing (7) for the electronic device (6). According to the invention, the electronic device (6) is fixed to the underside of the street lighting piece (2), which acts as a slot antenna to improve communication between, on the one hand, equipment located inside the manhole or integrated into the electronic device (6) and, on the other hand, equipment located outside the manhole, while preserving the mechanical properties of the street lighting piece (2).

The utility model discloses a basement post-cast strip water intercepting device, which belongs to the technical field of house construction and comprises a template and a top plate laid on the template, and a support column is fixedly mounted below the template; a plurality of groups of water receiving plates are fixedly connected to the lower portion of the top plate, flow guide grooves are fixedly formed in the lower ends of the water receiving plates, and connecting pieces are arranged on the outer surfaces of the flow guide grooves and the outer surfaces of the water receiving plates; each connecting piece comprises a butt joint block fixedly connected to the outer surface of the corresponding water receiving plate, and the butt joint blocks on every two adjacent water receiving plates are attached to each other. According to the utility model, the gaps reserved in the construction period of the top plate are blocked through the plurality of water connecting plates and the plurality of diversion trenches fixed with the plurality of water connecting plates, so that later rainwater can be received and guided by the water receiving plates and the diversion trenches when flowing down along the gaps of the top plate, and then is discharged through the drainage pipe, thereby improving the later construction safety of the basement; workers do not need to be additionally arranged for cleaning rainwater, and basement maintenance frequency and cost are reduced.

The utility model discloses a hollow arch board for building construction, including board main body, and board main body is integrally extruded by light material, the board main body is as a whole arch structure, and is equipped with arch toe on both sides, the board main body is hollow structure, and is equipped with a plurality of webs inside, and the web divides the board main body inside into multiple continuous rectangular, triangle or trapezoidal hollow cavities, the utility model discloses integrally extruded by light material such as PVC or aluminum alloy, has reduced the dead weight of board significantly, and the board is as a whole arch structure, and then combines the web set up inside, has formed the stable mechanical structure, can effectively disperse pressure, has avoided the problem that the bending stiffness of flat plate structure is low and can not satisfy the bearing demand.

The utility model discloses an assembled sealed well mouth heightening water saving meter well, relate to municipal works technical field. The utility model discloses a well body, the top of well body is connected with the well lid through bolt fixedly, the top of well lid is inlayed with heightening section no. One. The utility model discloses the multilayer assembled architecture of well body, well lid, heightening section no. One and heightening section no. Two, through the female and male groove counter -lock design and bolt fixed connection of convex strip of groove, break through the construction limitation of traditional water meter well field pouring, and the groove of well body top and the convex strip of well lid bottom form accurate positioning structure, cooperate the evenly distributed screw hole and bolt of circumference, realize quick alignment and fastening, and the trapezoidal inlaying groove nesting design of two layers heightening section is used, can be combined flexibly according to ground elevation difference, need not customization production, significantly improve the engineering adaptability, and this kind of modular design not only reduces the transportation cost, realizes the standardization construction of immediate installation even more.

The utility model relates to the field of subway construction, concretely relates to a rail area hoist hole sealing plate door hole support system, including first support and second support, first support, second support set up respectively in the both sides of rail area, first support and second support are connected through horizontal connecting piece between, and the side of first support, second support near rail area is provided with anti -collision device respectively, the utility model discloses through setting up first support and second support respectively in the both sides of rail area, then through horizontal connecting piece can connect first support and second support as a whole, limit support horizontal inside invasion, can realize the effective support of hoist hole sealing plate construction device to the side of first support, second support near rail area is provided with anti -collision device respectively, can effectively prevent the vehicle collision support, the utility model discloses through setting up first support, second support, horizontal connecting piece, anti -collision device, can realize the multi -process parallel construction under the condition of space conflict.

The utility model relates to building technical field, specifically disclose a new building and existing structure basement connecting place combination waterproof treatment device, including basement building piece, the outside of basement building piece is equipped with outer waterproof layer, the top of basement building piece is equipped with new building piece, the side face of new building piece and basement building piece close to each other jointly fixed connection has concrete connecting layer, the top of concrete connecting layer and the below of concrete connecting layer are equipped with first waterproof inner layer and second waterproof inner layer respectively, the outer waterproof layer includes waterproof coating outer layer, through adopting the double combination waterproof structure design of outer waterproof layer and inner waterproof layer, solve the connection problem of new and old building waterproof, avoid the water seepage risk caused by improper connection of waterproof layer, guarantee the reliability of connecting place waterproof, prevent the influence of groundwater seepage on basement space function, will better combination waterproof to connecting place, prolong the service life of building.