16 results about "Buttress" patented technology

This utility model relates to the field of civil engineering technology, specifically to a prefabricated assembled ditch. The prefabricated ditch body has outwardly protruding wing plates on both sides, with connection holes on the wing plates. The two end faces of the prefabricated ditch body also have reserved grooves for installing rubber waterstops. The advantages of this utility model are: 1) It is prefabricated in a reinforced concrete factory, ensuring controllable quality and precision; 2) The joints of the prefabricated assembled ditch are sealed with rubber waterstops, providing excellent anti-leakage performance; 3) The prefabricated assembled ditch uses bolt connections, which are fast, efficient, and easy to install and dismantle; in some cases, it can be recycled and reused; 4) The outward protrusion of the concrete structure at the joints of the prefabricated assembled ditch forms buttresses, enhancing the rigidity of the ditch sidewalls; 5) It has good reliability, good innovation and application value, and is worthy of promotion.

The utility model discloses a kind of buttress structures for pipeline support, it is related to pipeline buttress technical field, including base and pipeline body, the two sides of base top corresponding are all equipped with two supports, the top of four supports is equipped with support platform, trapezoidal placing groove is opened in the inside of support platform, the inside of support platform and located trapezoidal placing groove corresponding two sides are all equipped with sliding slot, slidingly connected with support rod in the inside of sliding slot.The utility model has the beneficial effect that: the buttress structure for pipeline support, by the thread connection of support rod bottom support plate and threaded rod, it is convenient to drive the descending of special-shaped clamp between support rod, while clamping pipeline, under the action of sliding type structure between first positioning block, second positioning block, third positioning block in special-shaped clamp, it can be adhered to the surface of pipeline of different diameters, and cooperate with trapezoidal placing groove in support platform, it is favorable to stably clamping and fixing pipeline.

The utility model discloses a kind of for pipe pile anti-pulling static load testing device, it is related to pipe pile anti-pulling test technical field, the for pipe pile anti-pulling static load testing device includes two main girder buttress, the top of two main girder buttress is fixedly installed with main girder main body, the bottom of two main girder buttress is connected with ground, the inside of ground is installed with pipe pile main body, the top of main girder main body is fixedly installed with jack, the output end of jack is penetrated main girder main body and is connected with force transmission rod, the outside of force transmission rod is slidably installed with connecting plate, the top of pipe pile main body is fixedly installed with mounting plate, the inside of mounting plate is equipped with fastening mechanism. The utility model is through the setting of fastening mechanism, when pulling out pipe pile main body, fastening mechanism is contacted with the inner wall of pipe pile main body, and fastening mechanism is also fixed with the bottom of force transmission rod, so that fastening mechanism shares the tension of bolt, more stable in anti-pulling test, improve the precision of test.

The utility model discloses a kind of water floating object blocking devices, the device includes installation unit, hanger and barrier net;Installation unit includes buttress and buoy, buttress is erected in the two sides of water body needing to be blocked, buoy can be moved up and down relative to buttress, and the upper end of buoy has a fixing part, hanger is overall strip, and its two ends are respectively fixedly connected on two fixed parts, and the upper edge of barrier net is fixedly arranged on hanger, and the lower edge is equipped with counterweight. Barrier net can prevent floating object from overflowing after accumulation, so that the device has better blocking effect;The position of barrier net can be changed with the rising or falling of water surface by buoy, so that barrier net and water surface keep relative position fixed;Buttress has accommodating groove, and buoy slides in accommodating groove by sliding assembly and track, so that buoy does not shake relative to buttress, reducing the possibility of device damage;Buoy is open shell, and the position of barrier net can be adjusted by filling heavy object in buoy, so that the device is more flexible.

A movable cutter head welding platform comprises an existing track, two slag hopper cars, buttresses and a steel frame, the two slag hopper cars are symmetrically installed on the existing track, each slag hopper car is provided with a buttress, and the buttresses are connected by the steel frame to form an integral structure. The movable cutter head welding platform provided by the utility model realizes efficient cutter head welding and shield body assembly collaborative operation in a narrow double-section chamber under a complex environment. The platform utilizes the combination of the existing track and the slag hopper car to form a stable and flexible mobile support system, can adapt to different section types, breaks through the limitations of traditional construction equipment in the section mutation area, utilizes the moving ability of the platform, enables the cutter head welding operation to be seamlessly transferred to a non-lifting area when the shield body assembly occupies the lifting area, thereby realizing the parallel advancement of processes, significantly improves the shield machine assembly efficiency, reduces the construction cost, and enhances the flexibility and adaptability of construction.

The application provides a tunnel complex surrounding rock section prestress horizontal bracing supporting method, which comprises a horizontal bracing, the horizontal bracing comprises bracing rods, gravity support rods and longitudinal connecting members, the bracing rods cross the tunnel section, the two ends are connected with pressure bearing steel plates in the two side walls of the lining, and the middle part is provided with an adjustable sleeve, and the dynamic active regulation and control of the prestress is realized by adjusting the length of the sleeve. The gravity support rods comprise two support columns, the top of the support columns is hinged with the top steel bars of the lining, the two sides of the support columns are connected with the bracing rods in a hinged mode, and a triangular structure is formed, which is used for providing gravity support for the horizontal bracing after the loss of the prestress. The longitudinal connecting members are arranged along the tunnel axis at a designed interval, and the pressure bearing steel plates of each section are connected into an integral supporting frame through the section steel. The application can effectively inhibit the deformation and cracking of the lining, has the advantages of convenient construction, high efficiency and strong adaptability, and is suitable for the reinforcement construction of various underground caverns such as V-class surrounding rock and fault fracture zone.

The utility model relates to the technical field of pitched roofs, and discloses a laminated slab pitched roof which comprises bottom formworks, a second trapezoid butt joint rib is fixedly arranged on one side of each bottom formwork, a second trapezoid butt joint groove is formed in the surface of the other side of each bottom formwork, the second trapezoid butt joint grooves are matched with the second trapezoid butt joint ribs, a first side formwork is arranged on one side of one bottom formwork, and a second side formwork is arranged on the other side of the other bottom formwork. A side template II is arranged on one side of the other bottom template, the side template II is arranged on one side of the side template I, and an upper template is arranged at the upper end of the bottom template. The mode of combining prefabrication and on-site assembly is adopted, complex and difficult formwork erecting operation does not need to be carried out on site, construction time and labor cost can be greatly saved, meanwhile, the laminated slab is prefabricated in a factory, higher size precision and quality stability can be guaranteed, the overall quality of the pitched roof is effectively improved, and the production efficiency is improved. The structure is more stable, the difficulty of on-site formwork erecting is reduced, waste of manpower resources is reduced, and then fine deviation caused by the formwork erecting link is reduced.

The application relates to a concrete buttress type retaining wall for retaining soil, in particular to a factory-precast and on-site-installed buttress type retaining wall and a manufacturing method thereof. The concrete buttress type retaining wall for retaining soil comprises a concrete buttress retaining wall (including an A bottom plate, a B buttress, a C vertical plate and a D bottom plate beam) and a concrete back pressing plate. The concrete buttress retaining wall can independently bear the earth pressure, and can also jointly bear the earth pressure together with the concrete back pressing plate. A plurality of concrete buttress retaining walls (the concrete buttress retaining wall+the concrete back pressing plate) form a continuous retaining wall, which meets the engineering requirements.

The application belongs to the technical field of road engineering, and discloses a high-fill roadbed structure which comprises a pile foundation, a bearing part and an inner filling material. The pile foundation is embedded in a foundation, the bearing part comprises a bottom plate, a first side wall and a buttress, the bottom plate is fixedly connected to the top end of the pile foundation, the first side wall is connected to the opposite ends of the bottom plate and surrounds the bottom plate to form a containing groove, a plurality of spaces are arranged on the bottom plate, the buttress is arranged on the inner side of the first side wall and is connected to the bottom plate and the first side wall, and the inner filling material is filled in the containing groove, wherein the inner filling material comprises lightweight soil, a transition layer and a pavement structure layer, and the lightweight soil, the transition layer and the pavement structure layer are sequentially arranged from bottom to top in the vertical direction. Through the above arrangement, the high-fill roadbed structure can improve the stability of the road, has high bearing capacity, significantly reduces the risk of settlement, instability and damage, does not need to occupy a large range of land resources, and is beneficial to environmental protection.

The utility model relates to building tool technical field discloses a kind of modularization temporary buttress structure, including four support components, four four distribution beams are fixedly connected between the top of support component, the support component includes multiple buttress column, slidingly connected between two inside U type buttress lock rod of adjacent two buttress column, the first lock plate is fixedly connected in the outside of U type buttress lock rod by bolt, the buttress column outside is fixedly connected with four side plates, the inside slidingly connected with three U type support column lock rod of side plate. In the utility model, through buttress column is modularization structure, single land space is smaller, can be orderly stacked and placed in the cargo box of road transport vehicle, improve the utilization of space, convenient transportation, simultaneously, since the weight and length of buttress column are compared with traditional weight and length, there is substantial reduction, in engineering hoisting aspect, can reduce security risk, facilitate engineering hoisting.

The utility model discloses a kind of auxiliary fittings for detecting foundation pile horizontal bearing capacity, it is related to the technical field of foundation pile static load test, including force transducer cross bar, the length of force transducer cross bar can be adjusted, the both ends of force transducer cross bar are connected with arc plate and plane plate respectively, arc plate is used to hold the side wall of foundation pile, plane plate is in abutment with jack;Force transducer cross bar is placed horizontally laterally. Arc plate holds the side wall of foundation pile, force transducer cross bar is placed horizontally laterally, the other end of force transducer cross bar is applied horizontal bearing capacity by jack, to apply horizontal load to test foundation pile, the loading device saves buttress, so that structure is simplified, transport difficulty is low, it is beneficial to reduce transportation cost, assembly and disassembly difficulty is low, so that test operation is more convenient, it is beneficial to reduce construction safety risk, test period is shorter, test cost is lower.

1. The name of the design product: cloud ridge supporting pillow. 2. The use of the design product: can support the neck. 3. The design points of the design product: in shape. 4. The picture or photo that best indicates the design points: perspective drawing.

The present application relates to the field of slope support engineering, and provides a retaining wall with a combination of a retaining plate and an unloading plate and a method for calculating internal force of the retaining wall, which comprises a bottom plate, a first vertical plate, a second vertical plate, a retaining plate and an unloading plate, all of which are reinforced concrete structures; the retaining wall structure is filled with backfill behind the structure; the first vertical plate is arranged on the bottom plate, the second vertical plate is arranged directly above the first vertical plate, and the first vertical plate, the second vertical plate and the retaining plate are overlapped; the unloading plate is arranged between the first vertical plate and the second vertical plate, and forms an unloading and decompression platform; the unloading plate is overlapped with the adjacent retaining plate, the first vertical plate and / or the second vertical plate. The combination of the retaining plate and the unloading plate effectively reduces the horizontal earth pressure acting on the retaining wall, reduces the internal force of the structure on the retaining wall, including shear force and bending moment, reduces the horizontal displacement of the retaining wall, and reduces the cross-sectional size of the retaining wall structure, thereby reducing the difficulty and cost of engineering construction.

This utility model discloses a method for installing three rows of interconnected pipe piles along a slope, including a buttress retaining wall, a first pipe pile, a second pipe pile, and a third pipe pile. The first, second, and third pipe piles are arranged vertically side by side. The height of the first pipe pile is equal to the height of the second pipe pile, which is greater than the height of the third pipe pile. A horizontal upper connecting beam is welded to the top of the first and second pipe piles, and a horizontal lower connecting beam is welded between the top of the third pipe pile and the first and second pipe piles. A first reinforced soil block is laid between the buttress retaining wall and the first pipe pile. A backfill layer is laid in the middle of the first, second, and third pipe piles, and a second reinforced soil block is laid at the top of the first, second, and third pipe piles. This utility model, by installing three rows of interconnected pipe piles at staggered heights, allows them to work together, layering the stress-bearing surface to effectively buffer the impact force on the slope and increase the overall strength.