191 results about "Climbing formwork" patented technology

The invention discloses an overhead layer climbing frame wall-attached support steel truss stand column safety monitoring system fused with big data analysis, relates to the technical field of construction monitoring, and is used for solving the problem of recognition misjudgment caused by construction disturbance. According to construction behavior control signals, behavior labels are extracted, a semantic mapping relation between construction behaviors and structure responses is constructed, a behavior-driven data set is generated, a disturbance change trend is extracted through node response tensor and time difference analysis, the behavior labels are fused to construct a structure state vector, and a structure behavior distribution model is established. Analyzing the deviation degree between the current state and the model response, identifying the propagation path of the anomaly in space by combining a structure layout diagram, extracting a high-risk abnormal block mass region by adopting a diagram clustering method, analyzing the structural state change and construction behavior of the abnormal region, triggering different monitoring response strategies, and obtaining a high-risk abnormal block mass region; the structural risk identification and control in the construction process are realized, and the structural safety monitoring efficiency in the floor construction stage is improved.

The invention relates to the technical field of bridge high pier construction, in particular to a bridge high pier construction system and method based on multistage hydraulic synchronous climbing formworks. The system comprises a formwork unit, a support unit and a hydraulic driving unit, and overall synchronous climbing of the formwork unit and the support unit is achieved through cooperative driving of a hydraulic cylinder, an upper reversing box and a lower reversing box; the high-altitude operation risk that formworks need to be disassembled and assembled repeatedly in traditional formwork overturning is avoided, and the construction safety is remarkably improved; the detachable design of the guide rail and the wall-attached bearing device is matched with the multi-platform structure of the bearing tripod, the backward moving mechanism, the middle platform and the lifting platform to form a modular construction system, materials can be rapidly turned over, and the single-time construction period is shortened; meanwhile, manual and mechanical investment is reduced through the system integrated design, continuous operation can be achieved in cooperation with the layered pouring process, the comprehensive efficiency is improved by 40% or above compared with a traditional method, and economic benefits and construction quality controllability are remarkably improved while the safety cost is reduced.

The invention belongs to the technical field of bridge construction, and discloses a thin-wall hollow pier hydraulic self-climbing formwork device for bridge construction, which comprises a climbing frame main body, a wall-attached part fixed outside the climbing frame main body, a guide rail arranged at one end of the wall-attached part, a climbing frame assembly mounted inside the wall-attached part, and a hydraulic cylinder fixed at the top end of the climbing frame assembly, a guide plate is fixed to the outer portion of the climbing frame assembly, an oil coating mechanism is installed in the guide plate, an oil storage tank is arranged on the outer portion of the guide plate, a dismounting and mounting mechanism is installed on the outer portion of the oil storage tank, and a mounting mechanism is installed at one end of the oil storage tank. The oil coating belt is driven to move, lubricating oil attached to the oil coating belt is smeared to the surface of the first oil coating barrel during moving, the first oil coating barrel can smear the lubricating oil to the attaching face of the wall attaching piece and the climbing frame assembly during climbing, and therefore the purposes that the device can smear the lubricating oil conveniently, and the service life of the device is prolonged are achieved.

The utility model discloses a guide rail butt joint auxiliary device for an automatic lifting climbing frame, which belongs to the technical field of lifting climbing frames, and comprises an upper guide rail rod, a lower guide rail rod and a plurality of connecting blocks, and one side of each connecting block is rotatably connected with two clamping blocks; the first telescopic rod and the second telescopic rod are fixedly connected to the four connecting blocks in the transverse direction and the longitudinal direction respectively, so that when the clamping blocks clamp the upper guide rail rod and the lower guide rail rod, the clamping and fixing positions of the four clamping blocks can support each other through the first telescopic rod and the second telescopic rod; during the period, extension and retraction of the first telescopic rod and the second telescopic rod can be limited by inserting a second bolt and a third bolt into a corresponding first threaded hole and a second threaded hole in a threaded manner, so that a plurality of transverse connecting rod pieces of the upper guide rail rod and the lower guide rail rod can be transversely connected through the second bolt and the third bolt; therefore, the butt joint stability of the upper guide rail rod and the lower guide rail rod can be guaranteed.

The utility model relates to the technical field of building machinery creeping formworks, and provides a hydraulic self-creeping formwork climbing reversing box which comprises a reversing box body, a base is fixedly connected to the bottom end of the reversing box body, a box body is movably connected to the lower portion of the base, and a distance adjusting assembly is arranged on the inner wall of the box body. A partition plate is fixedly connected to the center of the inner wall of the box body, and a reinforcing assembly is arranged on the side face of the box body. According to the technical scheme, the connection strength of the equipment can be further enhanced through the reinforcing assembly, and the problem of performance fluctuation caused by vibration or load change possibly caused by insufficient equipment stability in a severe environment and a high-strength working condition is solved.

The utility model relates to the technical field of conical nuts, in particular to a creeping formwork conical nut with an easily-detached plastic sleeve, which comprises the plastic sleeve, a middle shaft component is connected to the middle of the plastic sleeve, a detaching component is connected to the right end of the outer side wall of the middle shaft component, and the outer end of the detaching component is connected to the inner wall of the plastic sleeve. The disassembling assembly comprises a loosening piece, the loosening piece is connected to the outer wall of the right end of the middle shaft assembly, the left end of the loosening piece is connected with a pushing piece, the outer end of the pushing piece is connected to the inner wall of the plastic sleeve, and when the plastic sleeve needs to be disassembled, the right end of the loosening piece is rotated, and the loosening piece drives the plastic sleeve to be separated from the middle shaft assembly through the pushing piece. And then the middle shaft assembly is separated from the loosening piece through the pushing piece, so that the plastic sleeve is simply and conveniently disassembled.

The present invention relates to the technical field of long strip structural members for bearing loads, and discloses an adjacent skew grid steel tube, which is used as the core tube of a building with a frame-core tube structure. At least two rigid corner tubes aligned with the upper and lower ends of the skew grid steel tube are arranged on the side of the skew grid steel tube. The rigid corner tubes are vertically arranged rigid structures, and there are spaces between the rigid corner tubes and they are respectively fixedly connected to the skew grid steel tube. In the present invention, by using rigid corner tubes to fix on the two vertical edges of the skew grid steel tube, its flexural and torsional stiffness is improved, enabling it to be used as the core tube of a building, thus bringing three benefits: improving the vision inside the building, reducing the self-weight of the building, and shortening the construction period. In the present invention, since the floor slabs of the building expand outward with the skew grid steel tube as the center, the rigid corner tubes are mainly used to improve the stiffness of the skew grid steel tube and have a small cross-section requirement, so an integral climbing formwork construction equipment can be used for rapid construction.

The utility model discloses a hydraulic creeping formwork for a super high-rise building, and belongs to the technical field of building construction. Four through holes are formed in the periphery of one side of the bottom of the climbing frame; a plurality of rod limiters are arranged in the middle of the bottom of the climbing frame; a sling I fixedly connected with the climbing frame is arranged on one sides of the rod limiters; a pulley is rotationally connected to the sling I; a plurality of sets of hydraulic devices are connected to the middle of the bottom support, the extending ends of the upper portions of the hydraulic devices are fixedly connected with rods at the bottom of the climbing frame in a limiting mode, a first lock catch is fixedly connected to the bottom support on one side of each hydraulic device, and a second sling is connected to the bottom support on one side of the bottom. A pulley is connected between the second slings. The anti-falling device can be fixed with a pouring object through the extrusion plate by means of the gravity of a climbing frame, falling is prevented, and safety is improved.

The utility model discloses a novel fixed load-bearing buckle for creeping formwork construction, which relates to the technical field of civil engineering construction, and comprises a mounting bolt, a high-strength bolt, a creeping cone, a wall attaching seat and a load-bearing tripod, the mounting bolt is connected with the creeping cone in a matched manner, the high-strength bolt is pre-embedded in poured concrete, and the wall attaching seat is embedded in the load-bearing tripod. The climbing cone is connected with the high-strength bolt in a matched mode, the wall attaching base is fixedly connected with the high-strength bolt, and the bearing tripod is connected with the wall attaching base in a clamped mode. A stable fixed bearing structure is formed through the bearing tripod, the wall attaching base, the climbing cone and the high-strength bolt anchoring system, the problems of formwork fixing and climbing frame bearing during climbing formwork construction are solved, the application range is wider, and more different types of building structures and construction requirements can be met.

This invention provides a hydraulic climbing formwork exterior wall protection structure and construction method, belonging to the field of building exterior wall construction technology. It includes a protective frame, a climbing formwork frame, and an exterior wall. The protective frame is positioned between the climbing formwork frame and the exterior wall, and includes a rear frame and a front frame. Connectors are located at the four corners of the clamping joint, and each connector includes a connecting rod, a clamping plate, mounting bolts, and rubber washers. The protective plate is placed inside the clamping joint and includes several splicing plates, connecting blocks, and reinforcing rods. A protective structure status sharing platform utilizes cloud technology to store collected data and, through data classification, transmits data to different levels of personnel and at different levels accordingly. This invention solves the problems of hydraulic climbing formwork equipment being easily damaged by splashes and impacts from exterior wall construction materials, affecting construction progress and safety, and insufficient safety protection measures during construction, which may cause injury to construction personnel.

The application provides a multifunctional integrated intelligent tower building platform, which comprises a formwork system, a maintenance system, a distribution system and a processing system, the formwork system comprises a first fixed frame body, a second fixed frame body, a plurality of telescopic frame bodies, a first corner platform beam and a second corner platform beam, the maintenance system comprises a maintenance pipeline and a numerical control atomizing nozzle, the distribution system comprises a tower column inner cavity frame body platform and a numerical control distributor, and the processing system is in communication connection with the formwork system, the maintenance system and the distribution system respectively. The application is based on the fact that the existing hydraulic self-climbing formwork system lacks integrated functional structure and intelligent control and monitoring means and cannot realize multi-face collection of tower column sections, and through the design idea of tower building machine integration and integration, a multifunctional integrated intelligent tower building platform is designed, so that the technical effects of structural integration, functional integration, operation intellectualization and information visualization in the construction process are achieved.

The utility model provides a leakproof hydraulic creeping formwork for concrete pouring, which comprises a backward moving device, a vertical rod connected with the backward moving device, a formwork connected with the vertical rod through a back ridge and a leakproof component, the leakproof component comprises a mounting seat, a sealing element, a fixing nut and an adjusting screw rod, the mounting seat is fixed at the bottom of the formwork, and the sealing element is fixed at the bottom of the formwork. The sealing piece is arranged on the mounting seat and is provided with a sealing part in contact with the bottom of the template; the fixing nut is fixedly connected to the vertical rod, the adjusting screw rod movably penetrates through the vertical rod and is in threaded connection with the fixing nut, and the adjusting screw rod can rotate relative to the fixing nut under stress, so that the adjusting screw rod moves in the direction close to the mounting seat and abuts against the mounting seat, and the sealing part and the poured concrete surface are kept in a sealed contact state. According to the formwork, poured concrete can be prevented from flowing out from the bottom of the formwork to a poured concrete surface, and the flatness of the joint of the poured concrete surface and a to-be-poured concrete surface cannot be affected.

This utility model relates to the technical field of jacks, and in particular to climbing formwork jacks. It utilizes the alternating movement of a first locking component and a second locking component to allow the jack to climb upwards, improving the locking reliability and ease of use. The jack includes a support platform and a lower sleeve, with the bottom of the lower sleeve connected to the top of the support platform. It also includes a locking device, a pushing device, a connecting seat, an upper sleeve, and an oil inlet pipe. The connecting seat is installed at the top of the lower sleeve, and the upper sleeve is installed at the top of the connecting seat. The oil inlet pipe is connected to the upper sleeve. A pushing device is installed inside the upper sleeve, and a locking device is installed at the bottom of the lower sleeve and the support platform. The locking device is used to position the jack, and the pushing device is used to push the locking device.

The invention discloses a construction method for a rectangular pier column and a bent cap of a bridge. The construction method of the bridge rectangular pier column comprises the steps of installing a first section of pier body steel bars, installing a tower type hydraulic jacking creeping formwork, pouring a first section of pier body concrete, installing a next section of pier body steel bars, returning a pier body formwork, jacking the pier body formwork to the pouring height of the next section of pier body concrete, closing and fixing the pier body formwork, and maintaining the constructed pier body concrete. The next section of pier body concrete is poured, the steps are repeated to reach the preset construction height of the pier column, the construction quality of the pier column is improved, and the safety risk is reduced; a crown block of a tower type hydraulic jacking creeping formwork is used for hoisting structures such as bent cap steel bars and formworks in bent cap construction, steel bars with rectangular sections are inserted into rectangular reserved through holes of pier columns, and a first platform support is hinged to the end of a main beam of a bent cap supporting system, so that the problem that the transverse turning radius of the crown block limits the length of a main beam is solved; and the main cross beam meets the erection requirement of the platform I and the hoisting requirement of a crown block.

The invention relates to the technical field of bridges, and discloses a high pier segmented creeping formwork construction and linear control method. The method comprises the following steps: firstly, completing first-section pier body construction based on a preset pier body line type measurement and control reference and a line type deviation threshold value, and determining a pier body construction initial reference; then, according to the initial benchmark, the creeping formwork frame bodies are spliced in batches, and the creeping formwork installation benchmark is determined; then standard section circulating construction is conducted according to the creeping formwork installation reference, and all construction procedures are matched with corresponding linear control actions; and finally finishing the construction of the capping section to obtain a whole pier body linear control result. According to the method, linear deviation accumulation can be effectively inhibited, and the high pier forming linear precision is stably guaranteed.

This utility model relates to the field of climbing formwork support frame technology, and discloses a climbing formwork device for building construction, including a base plate, a support frame installed on one side of the base plate, and a fence with a U-shaped structure fixedly installed on the outer edge of the top of the base plate; a drive mounting groove is opened in the middle of the upper surface of the support frame, and a slot is opened on the lower side of the support frame near the drive mounting groove. This utility model, by setting up locking blocks, protrusions, and bolts, allows for the removal of the base plate mechanism by disassembling the bolts when reloading the construction work. Due to the universal wheels, the disassembled base plate mechanism can be pushed away, and then the base plate mechanism fully loaded with construction work can be moved to one side of the support frame, where the locking blocks and slots are engaged, and the bolt assembly can be reinstalled. This allows the base plate mechanism to be put into use immediately after replacement, and the disassembled base plate mechanism can be used by ground personnel to reload construction work. This alternating loading and unloading method reduces the time spent on loading and indirectly improves construction efficiency.

The utility model belongs to the technical field of climbing frames and outer wall aluminum formworks, and particularly discloses a climbing frame and outer wall aluminum formwork fixing and connecting device which comprises an aluminum formwork body, a connecting assembly is arranged on the aluminum formwork body, a climbing frame is arranged on one side of the connecting assembly, and connecting frames are symmetrically fixed to the climbing frame. The connecting assembly comprises a mounting plate fixed to the aluminum mold body, an adjusting assembly is slidably mounted on the mounting plate, a first clamping assembly is arranged on the mounting plate, a second clamping assembly is arranged in the first clamping assembly, and the mounting plate comprises a fixing plate fixedly connected to the aluminum mold body. A sliding plate is arranged on one side of the fixing plate, mounting blocks are symmetrically mounted on the sliding plate, the climbing frame and the aluminum mold body are connected on the basis of the clamping blocks and the connecting frames, bolts are not needed for bearing force, only one bolt needs to be adjusted in the fixing and dismounting process, and adjustment and mounting are more convenient and faster.

The utility model relates to a kind of climbing form structure for super high-rise building engineering construction, belong to climbing form structure technical field, including climbing frame body, lifting plate and climbing formwork frame, the top of the climbing frame body is provided with fixed frame, the left and right sides of the front of the climbing frame body are equipped with connecting mechanism, the front of the fixed frame is equipped with locking mechanism, the connecting mechanism includes the U-shaped slide rail rod being set in the left and right sides of the front of fixed frame, the lifting plate is slidably connected in the outside of left and right side U-shaped slide rail rod.The climbing form structure for super high-rise building engineering construction, by motor, fixed rope can be wound by driving winding wheel, the lifting plate and climbing formwork frame slidably connected in the outside of left and right side U-shaped slide rail rod can climb height, the climbing frame body can be installed on super high-rise building wall, the climbing form structure is simple in structure, and the left and right sides of U-shaped slide rail rod are used for limiting climbing, cancel two groups of guide rack, the difficulty of climbing form structure production and processing can be reduced.

The present invention discloses a method for controlling the horizontal height difference of a climbing formwork and a horizontal detector, which relates to the technical fields of construction equipment and horizontal group hoisting. The height difference of a point is detected by a floating ball type horizontal detector or a hanging movable pulley type horizontal detector, and it is judged whether the climbing formwork is in a diagonal inclination state or an opposite side inclination state. For the diagonal inclination state or the opposite side inclination state, targeted control methods are used. The hoisting mechanism at the point has always been between the load limit value and the no-load value. Then, the controller controls the hoist lifting actions of each lifting point, so that each lifting point of the object being lifted is in a horizontal state, preparing for the subsequent lifting work. The safety is extremely high, and the levelness of the object being lifted can be adjusted very conveniently, avoiding potential safety hazards such as the skew of the object being lifted, the overload of the hoisting mechanism, and the collapse of the object being lifted during the subsequent lifting process.

The application discloses a wind resistance system for a whole steel platform climbing formwork, which comprises at least one set of damping mechanisms supported on each face outer wall of a building structure and connected to the whole steel platform climbing formwork, each set of the damping mechanisms sequentially comprises a wall guide roller supported on the corresponding face outer wall of the building structure in sliding contact, a viscous damper with a force sensor and a limiting support, and the limiting support is fixedly arranged on the whole steel platform climbing formwork. The application can prevent the whole steel platform climbing formwork from being separated from the building structure under the action of wind load, avoid the safety hidden danger of overturning risk, and increase the safety and adaptability of the whole steel platform climbing formwork of the super high-rise building in the wind environment.

The present invention discloses a construction method for a vertical transportation system inside a core tube, which relates to the technical field of building construction. The method includes Step 1: installing an attachment device by installing the attachment device at a preset position inside the core tube; Step 2: installing a lower framework and a hanging rack. First, install a climbing form on the attachment device, install the lower framework on the climbing form on the same side, and install the hanging rack at the bottom of the lower framework; Step 3: installing an upper framework by installing the upper framework at the top of the lower framework; Step 4: installing a top floor platform by installing the top floor platform at the top of the upper framework; Step 5: adding sections to the elevator guide rail. Add a standard section above the existing elevator guide rail, and install an upper cage on the added standard section; Step 6: adding a right-side hanging rack. This method can form a complete vertical transportation system during the construction of the core tube. The construction elevator and the climbing formwork operation do not interfere with each other, the floor slabs can be constructed layer by layer, effectively avoiding idling of workers, realizing harmonious connection of multiple construction operations, improving construction efficiency and convenience, and reducing construction costs.

The utility model relates to a telescopic steel bar binding platform attached to a climbing formwork, which comprises the climbing formwork, a horizontally arranged main cross beam is mounted on the climbing formwork, a drawable overhanging cross beam is mounted in the main cross beam, a steel springboard is laid on the overhanging cross beam, and the steel springboard is arranged on the climbing formwork. A detachable protection mechanism used for preventing workers from falling off is installed at the end, away from the main cross beam, of the cantilever cross beam. The steel bar binding platform has the advantages that the main cross beam is installed on the climbing formwork, the cantilever cross beam capable of being pulled out is installed in the main cross beam, when the climbing formwork climbs, the cantilever cross beam is contracted into the main cross beam, when the steel bar binding platform needs to be built, the cantilever cross beam is pulled out of the main cross beam, and the steel springboard is flatly laid on the cantilever cross beam. Due to the fact that the supporting object of the telescopic steel bar binding platform is the climbing formwork, construction does not need to be carried out after concrete of the core tube floor slab of the layer reaches the use strength after pouring, the position of a reserved hole in the core tube floor slab of the layer does not need to be considered either, and the cantilever beams and the steel springboards are easy and convenient to install and operate.

A vertical support (34; 36) for climbing formwork (12) is proposed, comprising: a flat plate (48) extending along a main longitudinal direction; an upper portion (40) projecting from the flat plate (48), the upper portion (40) being configured to form a first pivot joint (44) with a lower portion (42) of a second vertical support (36; 34); and a lower portion (42) projecting from the flat plate (48) opposite the upper portion (40) along the longitudinal direction, the lower portion (42) being configured to form a second pivot joint (46) with an upper portion (40) of the second vertical support (36; 34). Abstract figure: Figure 2

An assembly consisting of a climbing rail and a climbing lift rail, which can be moved relative to the climbing rail and is guided by the climbing rail, for a rail-guided climbing system which can be used in particular as a climbing formwork, a climbing frame, a climbing protection wall, and / or a climbing working platform and which comprises climbing shoes that can be arranged on a building structure in a stationary manner and a lifting device that is fixed to the climbing rail at one end and to the climbing lift rail at the other end.

The invention relates to the technical field of building construction, in particular to a building engineering construction hydraulic climbing formwork which comprises a climbing formwork body, an anti-falling mechanism is arranged on the outer wall of the climbing formwork body, a detection base is installed at the top of the climbing formwork body, and a wind speed sensor is fixedly connected to the top of the detection base. The top of the detection seat is provided with a binding post. The anti-falling mechanism comprises a guide rail slidably connected to the outer wall of the climbing formwork body, an anti-falling block is slidably connected to the position, close to the climbing formwork body, of the outer wall of the guide rail, rotating shafts are fixedly connected to the two sides of the center of the interior of the anti-falling block, and guide wheels are rotatably connected to the outer walls of the rotating shafts. According to the hydraulic climbing formwork for building engineering construction, the falling speed of the hydraulic climbing formwork is reduced through the anti-falling mechanism in the hydraulic climbing formwork, and the problems that when an existing hydraulic climbing formwork is used and breaks down, falling of the hydraulic climbing formwork cannot be stopped in time, and safety is low are solved.

The invention provides a hydraulic creeping formwork construction platform adapting to a variable cross-section of a building and a construction method thereof. The hydraulic creeping formwork construction platform comprises an integrated platform arranged at the top of each structure of the to-be-constructed variable-cross-section building; the sliding components are connected to the lower part of the integrated platform; the frame bodies are arranged on the corresponding sides of the structures respectively, the top of the upper section of each frame body is connected with a sliding assembly, and the upper sections of the frame bodies slide on the sliding assembly; the upper section of each frame body is connected with telescopic platforms at intervals from bottom to top, and the telescopic platforms extend to the positions of gaps between the frame bodies and the side walls of the structure; and the wall-attached sliding mechanisms are arranged on the side walls of all the structures and used for adjusting the gap distance between the lower section of the frame body and the side walls of the adjacent structures. According to the structure construction material stacking requirement and improvement of the building (structure) cross section change adaptability, the problems that the climbing formwork stacking space is narrow, variable cross section construction operation is complex, safety is low, and the application range is small can be solved.

The present invention provides a method for using a climbing formwork cylinder frame that can enhance safety performance. By arranging a co-lifting inductor at the hanging hole of each lifting lug at the top of the four corners of the cylinder frame body, co-lifting lock catches are respectively arranged at positions near the corners at the top of the cylinder frame body. Grooves for the corresponding co-lifting lock catches to extend into are arranged at intervals along the longitudinal direction on the guide rail. When all the co-lifting inductors detect that the corresponding lifting ropes are located in the corresponding hanging holes, the staff inside the cylinder frame body notify the controller to unlock the co-lifting lock catches through operating the display screen. After all the co-lifting lock catches are unlocked, the tower crane construction personnel can start to lift the climbing formwork cylinder frame, thereby ensuring that all four lifting lugs are stressed during the lifting process of the climbing formwork cylinder frame, effectively avoiding safety accidents caused by the "double-point - diagonal" lifting method in the on-site construction process, and improving the safety of the climbing formwork cylinder frame.

The invention relates to a wind-resistant reinforcing method for a hydraulic creeping formwork, which comprises the following steps: binding a layer of outer side circumferential chains around a protection system of the creeping formwork at intervals of a certain height, and circumferentially connecting a plurality of outer side vertical chains among the outer side circumferential chains at equal intervals to form an outer side chain network; a layer of inner side circumferential chains are bound around the creeping formwork climbing system at intervals of a certain height, the interval height is the same as the interval height of the outer layer circumferential chains, and a plurality of inner side vertical chains are connected between the inner side circumferential chains in the circumferential direction at equal intervals to form an inner side chain network; and a plurality of radial chains are annularly connected among the outer side chain network, the inner side chain network and the pier body pre-embedded climbing cones at equal intervals to form a three-dimensional climbing formwork reinforcing chain network. In-situ wind-resistant reinforcement of the creeping formwork is achieved, the slip form does not need to be detached, and the problem that wind resistance of the creeping formwork is difficult is effectively solved.

The invention relates to the field of building construction, and discloses a dip angle creeping formwork device which is characterized in that a first supporting part used for being connected with a wall is arranged on a first supporting platform, a first inclined strut support is arranged on the first supporting platform, and the length of the first inclined strut support is adjustable so that the inclination angle of the first supporting platform can be adjusted; the second supporting platform is arranged on the top of the first supporting platform, a second inclined strut support is arranged on the second supporting platform, and the length of the second inclined strut support is adjustable; the moving track is arranged on the second supporting platform and extends in the direction close to or away from the wall. The translation beam body is movably arranged on the moving track so as to be selectively close to or far away from the wall body; the second supporting part is connected with the translation beam body, the angle of the second supporting part relative to the translation beam body is adjustable, and the second supporting part is used for being matched with a wall. The first supporting platform and the second supporting platform are arranged in an inclined mode, the moving track is used for adapting to the inclined wall, and the adaptability problem of construction of the inclined wall is solved.