A hydraulic climbing formwork construction method for a multi-opening wall
By calculating the fixed and floating positions of the load-bearing triangle bracket, combined with the use of attached wall seats and auxiliary support steel columns, the installation problem of hydraulic climbing system in multi-hole wall construction is solved, and the construction efficiency is improved.
Patent Information
- Application Number
- CN202410517761.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-28
- Publication Date
- 2025-07-22
- Estimated Expiration
- 2044-04-28
AI Technical Summary
During the construction of multi-hole walls, the hydraulic mold climbing system causes continuous damage to the formwork due to the existence of the holes, and cannot be installed normally, which affects the construction efficiency.
By calculating the fixed position and floating position of the load-bearing triangle bracket, combining the installation position of the attached wall seat, a mold climbing embedded parts are set, and auxiliary support steel columns are used when necessary to ensure that the hydraulic mold climbing system can climb normally and avoid the hole area.
The normal use of the hydraulic crawling system during multi-hole wall construction has been achieved, and the construction efficiency and smoothness have been improved.
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Figure CN118257420B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of hydraulic climbing formwork construction, and specifically relates to a hydraulic climbing formwork construction method for a multi-opening wall. Background Art
[0002] With the continuous progress of modern construction technology, the hydraulic climbing formwork, as an efficient and safe construction method, has been widely used in the construction of high-rise and super-high-rise buildings. The hydraulic climbing formwork technology has been favored by the construction industry for its unique advantages, such as fast construction speed, high formwork utilization rate, and simple operation.
[0003] The basic principle of the hydraulic climbing formwork system is that through the lifting action of hydraulic jacks, the formwork system climbs up and down along the pre-installed guide rails. This technology effectively reduces the number of formwork disassembly and installation times and improves the construction efficiency. However, in actual operation, the openings on the wall pose quite a challenge to the installation, climbing, and stability of the climbing formwork. The openings on the wall will break the continuity of the formwork, making it impossible to install the wall-attached seat, which has a great impact on the use of the hydraulic climbing formwork system. This results in the use of traditional formwork support methods during the construction of walls with more openings, leading to a decrease in construction efficiency. Summary of the Invention
[0004] The embodiment of the present invention provides a hydraulic climbing formwork construction method for a multi-opening wall to solve the above problems.
[0005] A hydraulic climbing formwork construction method for a multi-opening wall includes the following steps:
[0006] Determine the positions of all the openings on the wall according to the construction parameters of the building to obtain the opening distribution position parameters;
[0007] Using the opening distribution position parameters, calculate the fixed positions of the load-bearing triangular brackets in the hydraulic climbing formwork system; and at least one floating position; and the installation positions of the wall-attached seats corresponding to the fixed positions or floating positions;
[0008] Set the load-bearing triangular brackets in the hydraulic climbing formwork system using the obtained fixed positions and floating positions; and set the climbing formwork embedded parts during the pouring process according to the installation positions of the wall-attached seats;
[0009] During the climbing formwork process, according to the positions of the openings, select to use the load-bearing triangular brackets at the fixed positions and / or floating positions as the climbing positions, and at the same time adjust the positions of the guide rails according to the climbing positions;
[0010] When neither the above fixed position nor the floating position can avoid the openings on the wall, fabricate auxiliary support steel columns and install them at the openings as the attachment structure of the wall-attached seat, and at the same time set structures that can be connected to the wall-attached seat on the auxiliary support steel columns according to the obtained installation positions of the wall-attached seats;
[0011] Use the climbing formwork structure set above to carry out climbing formwork construction on the building.
[0012] Furthermore, the steps to determine the wall openings are as follows:
[0013] Construct a corresponding model of the building according to the construction parameters of the building;
[0014] Identify the position parameters of the openings on the building wall according to the constructed building model;
[0015] Obtain the opening distribution position parameters based on the position parameters of all the openings.
[0016] Furthermore, the fixed position is defined as the position where the load-bearing triangular bracket is fixedly installed in the hydraulic climbing formwork system, and among them, the fixed position is connected to the attached wall seat at its corresponding position.
[0017] Furthermore, the floating position is defined as the position where the load-bearing triangular bracket is movably installed in the hydraulic climbing formwork system, and among them, the floating position is connected to the attached wall seat at its corresponding position.
[0018] Furthermore, the way that the load-bearing triangular bracket is installed at the floating position in the hydraulic climbing formwork system is as follows:
[0019] Set slide rails respectively in the transverse direction of the upper and lower platforms of the climbing layer of the hydraulic climbing formwork system;
[0020] Set a load-bearing triangular bracket that can slide and be fixed on the above-mentioned slide rails;
[0021] During the construction process, when selecting the floating position, move the load-bearing triangular bracket set on the above-mentioned slide rails to the floating position and then fix its position.
[0022] Furthermore, the steps to calculate the fixed position and floating position of the load-bearing triangular bracket in the hydraulic climbing formwork system by using the opening distribution position parameters are as follows:
[0023] Use the building model and the opening distribution position parameters to mark the area avoiding the openings;
[0024] According to the marked area, analyze and obtain the fixed position and floating position of the load-bearing triangular bracket and their usage cooperation relationship;
[0025] At the same time, conduct a stress simulation analysis on the hydraulic climbing formwork system according to the above fixed position and floating position and their usage cooperation relationship to verify the fixed position and floating position;
[0026] If the verification passes, obtain the fixed position and floating position. If the verification fails, adjust the fixed position until the fixed position and floating position pass the verification.
[0027] Further, the preferred order of the usage and cooperation relationships of the fixed positions or floating positions obtained by calculation is as follows: 1. Only use the fixed positions; 2. Use the fixed positions and floating positions simultaneously, and the quantity ratio of the fixed positions is greater than two-thirds; 3. Use the fixed positions and floating positions simultaneously, and the quantity ratio of the fixed positions is less than two-thirds; 4. Only use the floating positions.
[0028] Further, when moving the guide rail on the fixed-position wall attachment to the floating-position wall attachment, the tower crane method is adopted to hoist the fixed-position guide rail to the floating-position wall attachment.
[0029] Further, a hoisting device is provided on the hydraulic climbing formwork system. When moving the guide rail on the fixed-position wall attachment to the floating-position wall attachment, the hoisting device is used to hoist the fixed-position guide rail to the floating-position wall attachment.
[0030] Further, the hoisting device is movably arranged on the hydraulic climbing formwork system, and the position of the hoisting device can be moved according to the hoisting position.
[0031] The beneficial effects of the above technical solutions provided by the embodiments of the present invention at least include:
[0032] When the present invention constructs a multi-opening wall, it can set fixed positions and floating positions according to the positions of the openings to avoid the opening areas as much as possible, ensure the normal use of the hydraulic climbing formwork system during the construction of the multi-opening wall, and improve the construction efficiency of the multi-opening wall.
[0033] Other features and advantages of the present invention will be described in the following specification, and part of them will become obvious from the specification, or will be understood by implementing the present invention. The objectives and other advantages of the present invention can be realized and obtained by the structures specifically pointed out in the written specification, claims, and drawings.
[0034] Next, through the drawings and embodiments, the technical solutions of the present invention will be further described in detail. Description of the Drawings
[0035] The drawings are used to provide a further understanding of the present invention, and constitute a part of the specification. They are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention. In the drawings:
[0036] Figure 1 It is a schematic flow chart of the hydraulic climbing formwork construction method for a multi-opening wall disclosed in the embodiment of the present invention;
[0037] Figure 2 It is a schematic structural diagram of a hydraulic climbing formwork system disclosed in the prior art.
[0038] Reference numerals:
[0039] 1. Wall; 2. Wall-mounted seat; 3. Guide rail; 4. Load-bearing triangular bracket; 5. Hydraulic climbing layer; 51. Upper and lower platforms of the climbing layer. Detailed implementation manners
[0040] The exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although the exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure can be implemented in various forms and should not be limited by the embodiments set forth herein. On the contrary, these embodiments are provided so that the present disclosure can be more thoroughly understood and the scope of the present disclosure can be completely conveyed to those skilled in the art.
[0041] As Figure 1 shown, it is a schematic flow chart of the hydraulic climbing formwork construction method for a multi-opening wall disclosed in an embodiment of the present invention, including the following steps:
[0042] S1. Determine the positions of all openings on the wall according to the construction parameters of the building to obtain the opening distribution position parameters;
[0043] Among them, the steps for determining the wall openings are as follows:
[0044] S11. Construct a model of the corresponding building according to the construction parameters of the building;
[0045] S12. Identify the position parameters of the openings on the building wall according to the constructed building model;
[0046] S13. Obtain the opening distribution position parameters according to the position parameters of all the openings.
[0047] S2. Use the opening distribution position parameters to calculate the fixed positions of the load-bearing triangular brackets in the hydraulic climbing formwork system; and at least one floating position; and the installation positions of the wall-mounted seats corresponding to the fixed positions or floating positions;
[0048] Among them, the definitions of the above-mentioned fixed position and floating position are:
[0049] 1. The fixed position is defined as the position where the load-bearing triangular bracket is fixedly installed in the hydraulic climbing formwork system, and among them, the fixed position is connected to the wall-mounted seat at its corresponding position.
[0050] 2. The floating position is defined as the position where the load-bearing triangular bracket is movably installed in the hydraulic climbing formwork system, and among them, the floating position is connected to the wall-mounted seat at its corresponding position.
[0051] Combined with Figure 2Schematic diagram of the structure of the existing hydraulic climbing formwork system shown. A hydraulic climbing structure is provided at the load-bearing triangular support. The hydraulic climbing structure is connected to the guide rail installed on the wall. During the climbing process, the hydraulic climbing structure drives the whole to lift upward along the guide rail. In the prior art, the load-bearing triangular support and the installed hydraulic climbing mechanism are set at fixed positions. This results in that during the climbing process, if there is an opening on the wall and the position of the opening coincides with that of the guide rail, the attachment seat connecting the guide rail to the wall cannot be installed, causing the climbing formwork process to malfunction.
[0052] In order to better solve this problem, according to the construction parameters, the present invention obtains the position parameters of the distribution of all openings, and calculates the fixed positions and floating positions of the load-bearing triangular supports in the hydraulic climbing formwork system based on the position parameters of the distribution of the openings. The specific steps are as follows:
[0053] S21, using the model of the building and the position parameters of the distribution of the openings, mark the area avoiding the openings;
[0054] S22, based on the marked area, analyze and obtain the fixed positions and floating positions of the load-bearing triangular supports and their usage cooperation relationships;
[0055] S23, at the same time, according to the above fixed positions and floating positions and their usage cooperation relationships, conduct a force simulation analysis on the hydraulic climbing formwork system to verify the fixed positions and floating positions;
[0056] S24, if the verification passes, obtain the fixed positions and floating positions; if the verification fails, adjust the fixed positions until the fixed positions and floating positions pass the verification.
[0057] During the setting process of the above calculated fixed positions and floating positions, the preferred order of the usage cooperation relationships is as follows: 1. Only use the fixed positions; 2. Use the fixed positions and floating positions simultaneously, and the proportion of the number of fixed positions is greater than two-thirds; 3. Use the fixed positions and floating positions simultaneously, and the proportion of the number of fixed positions is less than two-thirds; 4. Only use the floating positions.
[0058] It should be noted that the cooperation relationship refers to the cooperation relationship between the fixed positions and floating positions set for each floor during the building construction process, that is, the comparison of the number of fixed positions and the number of floating positions for each floor. When the fixed positions can cover the entire construction process, the fixed positions are preferred.
[0059] It should be noted that after the fixed position and the floating position are allocated, the position of the load-bearing triangular bracket at the fixed position in the hydraulic climbing formwork system remains constant from the start to the end of the construction. The position of the load-bearing triangular bracket at the floating position in the hydraulic climbing formwork system is dynamically adjusted according to the calculated position during the construction process from the start to the end, so that the hydraulic climbing formwork system can work properly.
[0060] The advantage of using the fixed position and the floating position is that the calculated fixed position and floating position can avoid the opening position as much as possible from the start to the end of the construction, and can achieve as much as possible to maintain the construction smoothness and keep the normal operation of the construction when carrying out hydraulic climbing formwork construction on the multi-opening wall.
[0061] S3. Set the load-bearing triangular brackets in the hydraulic climbing formwork system using the obtained fixed position and floating position; and set the climbing formwork embedded parts during the pouring process according to the installation position of the wall attachment seat;
[0062] It should be noted that the climbing formwork embedded parts are poured into the wall body for installing the wall attachment seat, and hydraulic climbing structures are set on both the load-bearing triangular brackets at the fixed position and the floating position.
[0063] Among them, the way of installing the load-bearing triangular bracket at the floating position in the hydraulic climbing formwork system is as follows:
[0064] Sliding rails are respectively set in the transverse direction of the upper and lower platforms of the climbing layer of the hydraulic climbing formwork system;
[0065] A load-bearing triangular bracket that can slide and be fixed on the above-mentioned sliding rail is set on the sliding rail;
[0066] During the construction process, when selecting the floating position, move the load-bearing triangular bracket set on the above-mentioned sliding rail to the floating position and then fix its position.
[0067] The above-mentioned load-bearing triangular bracket can be fixed on the sliding rail by using snap fixation, bolt fixation and other fixation methods. When it needs to be moved, after loosening the fixing structure, the load-bearing triangular bracket can move freely on the sliding rail.
[0068] S4. During the climbing formwork process, according to the position of the opening, select to use the load-bearing triangular brackets at the fixed position and / or the floating position as the climbing position, and at the same time adjust the position of the guide rail according to the climbing position.
[0069] In an example, there is an opening above the fixed position a, a wall above the fixed position b, and a wall above the floating position a. According to the cooperation of the calculated fixed position and floating position, at this time, the floating position a and the fixed position b are used in cooperation. The steps are as follows:
[0070] Lift the guide rail at the fixed position a from the wall-attached seat at the fixed position a to the wall-attached seat at the floating position a. During the climbing process, use the load-bearing triangular brackets at the floating position a and the fixed position b as the climbing positions to drive the whole to climb upward to the predetermined position.
[0071] It should be noted that sufficient climbing formwork embedded parts are pre-embedded in the vertical wall at the floating position a. After installing the wall-attached seat on the embedded parts, when lifting the guide rail from the wall-attached seat at the fixed position a to the wall-attached seat at the floating position a, the guide rail can be lifted from the current floor height to the upper predetermined position, achieving the effect of driving the whole to climb upward to the predetermined position.
[0072] In another example, there are openings above the fixed position a and the fixed position b, and the upper part of the floating position a and the floating position b is a wall. According to the calculated cooperation of the fixed position and the floating position, at this time, the floating position a and the floating position b are used in cooperation. The steps are as follows:
[0073] Lift the guide rails at the fixed position a and the fixed position b from the wall-attached seats at the fixed position a and the fixed position b to the wall-attached seats at the floating position a and the floating position b respectively. During the climbing process, use the load-bearing triangular brackets at the floating position a and the floating position b as the climbing positions to drive the whole to climb upward to the predetermined position.
[0074] It should be noted that sufficient climbing formwork embedded parts are pre-embedded in the vertical walls at the floating position a and the floating position b. After installing the wall-attached seats on the embedded parts, when lifting the guide rails from the wall-attached seats at the fixed position a and the fixed position b to the wall-attached seats at the floating position a and the floating position b, the guide rails can be lifted from the current floor height to the upper predetermined position, achieving the effect of driving the whole to climb upward to the predetermined position.
[0075] S5. When the openings on the wall cannot be avoided at the above fixed positions or floating positions, fabricate auxiliary support steel columns and install them at the openings as the attachment structure of the wall-attached seat. At the same time, set up a structure that can be connected to the wall-attached seat on the auxiliary support steel column according to the obtained installation position of the wall-attached seat;
[0076] In one example, there are openings above the fixed position a, the fixed position b, the floating position a, and the floating position b. According to the calculated cooperation of the fixed position and the floating position, the fixed position a and the fixed position b are used in cooperation. The steps are as follows:
[0077] Set up auxiliary support steel columns at the openings. At the same time, set up a structure connected to the wall-attached seat on the auxiliary support steel column according to the calculated position, and install the wall-attached seat;
[0078] Lift the guide rails at the fixed position a and the fixed position b to the wall-attached seats on the auxiliary support steel columns;
[0079] Use the load-bearing triangular brackets at the fixed positions a and b as the climbing positions, and drive the whole to climb upward to the predetermined position.
[0080] S6. Use the climbing formwork structure set above to carry out climbing formwork construction on the building.
[0081] In the above S4 - S5, when moving the guide rail on the fixed-position wall attachment base to the floating-position wall attachment base, use a tower crane to hoist the fixed-position guide rail to the floating-position wall attachment base, or a hoisting device is provided on the hydraulic climbing formwork system. When moving the guide rail on the fixed-position wall attachment base to the floating-position wall attachment base, use the hoisting device to hoist the fixed-position guide rail to the floating-position wall attachment base. Among them, the hoisting device is movably arranged on the hydraulic climbing formwork system and can move the position of the hoisting device according to the hoisting position. After adjusting to the predetermined position, the position of the hoisting device can be fixed.
[0082] When the present invention constructs a multi-opening wall, it can set the fixed position and the floating position according to the position of the opening to avoid the opening area as much as possible, ensure the normal use of the hydraulic climbing formwork system during the construction of the multi-opening wall, and improve the construction efficiency of the multi-opening wall.
[0083] It should be understood that the specific order or hierarchy of steps in the disclosed process is an example of an exemplary method. Based on design preferences, it should be understood that the specific order or hierarchy of steps in the process can be rearranged without departing from the scope of the present disclosure. The appended method claims present the elements of the various steps in an exemplary order and are not intended to be limited to the specific order or hierarchy recited.
[0084] In the above detailed description, various features are combined in a single embodiment to simplify the present disclosure. This method of disclosure should not be construed as reflecting an intention that the embodiments of the claimed subject matter require more features than are expressly stated in each claim. On the contrary, as reflected in the appended claims, the present invention is in a state less than all the features of the disclosed single embodiment. Therefore, the appended claims are hereby expressly incorporated into the detailed description, where each claim stands alone as a separate preferred embodiment of the present invention.
[0085] Those skilled in the art should also understand that all the illustrative logical blocks, modules, circuits, and algorithm steps described in connection with the embodiments herein can be implemented as electronic hardware, computer software, or a combination thereof. To clearly illustrate the interchangeability between hardware and software, the above various illustrative components, blocks, modules, circuits, and steps have been generally described in terms of their functions. Whether such a function is implemented as hardware or software depends on the specific application and the design constraints imposed on the overall system. Skilled technicians can implement the described functions in a flexible manner for each specific application. However, such implementation decisions should not be construed as departing from the scope of protection of this disclosure.
[0086] The steps of the methods or algorithms described in connection with the embodiments herein can be directly embodied as hardware, software modules executed by a processor, or a combination thereof. The software modules can be located in a RAM memory, a flash memory, a ROM memory, an EPROM memory, an EEPROM memory, a register, a hard disk, a removable disk, a CD-ROM, or any other form of storage medium well-known in the art. An exemplary storage medium is connected to the processor so that the processor can read information from and write information to the storage medium. Of course, the storage medium can also be a component of the processor. The processor and the storage medium can be located in an ASIC. The ASIC can be located in a user terminal. Of course, the processor and the storage medium can also exist as discrete components in the user terminal.
[0087] For software implementation, the techniques described in this application can be implemented using modules (e.g., procedures, functions, etc.) that perform the functions described in this application. These software codes can be stored in a memory unit and executed by a processor. The memory unit can be implemented inside the processor or outside the processor. In the latter case, it is communicatively coupled to the processor by various means, which are well-known in the art.
[0088] The above description includes examples of one or more embodiments. Of course, it is impossible to describe all possible combinations of components or methods for the purpose of describing the above embodiments. However, those of ordinary skill in the art should recognize that the various embodiments can be further combined and arranged. Therefore, the embodiments described herein are intended to cover all such changes, modifications, and variations that fall within the scope of protection of the appended claims. In addition, with respect to the term "comprising" used in the specification or claims, the manner in which this term is covered is similar to the term "including," as interpreted when "including" is used as a transitional word in the claims. In addition, any term "or" used in the claims or the specification is intended to mean "non-exclusive or."
Claims
1. A hydraulic climbing formwork construction method for a multi-opening wall, characterized in that, It includes the following steps: Determine the positions of all the openings on the wall according to the construction parameters of the building to obtain the opening distribution position parameters; Utilize the opening distribution position parameters to calculate the fixed positions of the load-bearing triangular brackets in the hydraulic climbing formwork system; and at least one floating position; And the installation positions of the wall-attached seats corresponding to the fixed positions or floating positions; Set the load-bearing triangular brackets in the hydraulic climbing formwork system by using the obtained fixed positions and floating positions; and set the climbing formwork embedded parts during the pouring process according to the installation positions of the wall-attached seats; During the climbing formwork process, according to the positions of the openings, select to use the load-bearing triangular brackets at the fixed positions and / or floating positions as the climbing positions, and at the same time adjust the positions of the guide rails according to the climbing positions; When neither the fixed position nor the floating position can avoid the opening on the wall, fabricate auxiliary support steel columns and install them at the openings as the attachment structures of the wall-attached seats, and at the same time set structures that can be connected to the wall-attached seats on the auxiliary support steel columns according to the obtained installation positions of the wall-attached seats; The fixed position is defined as the position where the load-bearing triangular bracket is fixedly installed in the hydraulic climbing formwork system, and among them, the fixed position is connected to the wall-attached seat at its corresponding position; The floating position is defined as the position where the load-bearing triangular bracket is movably installed in the hydraulic climbing formwork system, and among them, the floating position is connected to the wall-attached seat at its corresponding position; The way that the load-bearing triangular bracket is installed in the hydraulic climbing formwork system in the floating position is as follows: Set slide rails respectively in the transverse directions of the upper and lower platforms of the climbing layer of the hydraulic climbing formwork system; Set load-bearing triangular brackets on the slide rails that can slide and be fixed on the slide rails; During the construction process, when selecting the floating position, move the load-bearing triangular brackets set on the slide rails to the floating position and then fix their positions; Utilize the set climbing formwork structure to perform climbing formwork construction on the building.
2. The hydraulic climbing formwork construction method for a multi-opening wall according to claim 1, characterized in that, The steps to determine the wall openings are as follows: Construct a model of the corresponding building according to the construction parameters of the building; Identify the position parameters of the openings on the building wall according to the constructed building model; Obtain the opening distribution position parameters according to the position parameters of all the openings.
3. The hydraulic climbing formwork construction method for a multi-opening wall according to claim 2, characterized in that, The steps to calculate the fixed positions and floating positions of the load-bearing triangular brackets in the hydraulic climbing formwork system by using the opening distribution position parameters are as follows: Utilize the building model and the opening distribution position parameters to mark the area avoiding the openings; According to the marked area, analyze and obtain the fixed positions and floating positions of the load-bearing triangular brackets and their usage cooperation relationships; At the same time, perform a force simulation analysis on the hydraulic climbing formwork system according to the fixed positions, floating positions and their usage cooperation relationships to verify the fixed positions and floating positions; If the verification is passed, obtain the fixed positions and floating positions; if the verification fails, adjust the fixed positions until the fixed positions and floating positions pass the verification.
4. The hydraulic climbing formwork construction method for a multi-opening wall as claimed in claim 3, characterized in that, The sequence of calculating the usage cooperation relationships of the fixed positions or floating positions is as follows:
1. Only use the fixed positions; 2. Use the fixed positions and floating positions at the same time, and the quantity ratio of the fixed positions is greater than two-thirds; 3. Use the fixed positions and floating positions at the same time, and the quantity ratio of the fixed positions is less than two-thirds; 4. Only use the floating positions.
5. The hydraulic climbing formwork construction method for a multi-opening wall according to claim 1, characterized in that, When moving the guide rail on the fixed-position wall attachment base to the floating-position wall attachment base, use a tower crane to hoist the guide rail at the fixed position onto the floating-position wall attachment base.
6. The hydraulic climbing formwork construction method for a multi-opening wall as described in claim 1, characterized in that, A hoisting device is provided on the hydraulic climbing formwork system. When moving the guide rail on the fixed-position wall attachment base to the floating-position wall attachment base, use the hoisting device to hoist the guide rail at the fixed position onto the floating-position wall attachment base.
7. The hydraulic climbing formwork construction method for a multi-opening wall according to claim 6, characterized in that, The hoisting device is movably arranged on the hydraulic climbing formwork system, and the position of the hoisting device can be moved according to the hoisting position.
Citation Information
Patent Citations
Single-station hydraulic formwork climbing system and climbing method thereof
CN106522542A
Detachable supporting device and method for crossing hole
CN108240113A