Wall type damper pouring formwork and rapid pouring method

Abstract

The application provides a wall type damper pouring formwork and a rapid pouring method, and belongs to the field of building wall construction; the pouring formwork comprises an aluminum alloy formwork one, an aluminum alloy formwork two, an aluminum alloy formwork three, a steel form one, a steel film two and a steel form three; the front supporting formwork is divided into two parts, the upper and the lower, the hole position of the middle damper is reserved, the upper pier position and the lower pier position are divided by the extension of the steel form one, the steel film two and the steel form three and poured in sequence, and the one-time concrete pouring engineering is realized; the application accelerates the construction progress, improves the pouring speed of the damping wall, the used formwork can be reused, material and manpower consumption are saved, and the installation of the subsequent damper is facilitated.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of building wall construction, and particularly relates to a wall type damper pouring formwork and a rapid pouring method. BACKGROUND

[0002] At present, damper technology develops rapidly, various types of connecting components are various, including herringbone support, inclined support, lasso type support and cantilever wall type, among which the cantilever wall type connection is widely used due to its small space occupation and reasonable displacement transmission. It connects the damper and the main structure through the pre-embedded part and the upper and lower concrete connecting wall. However, the construction and pouring of the wall type damper are often batched and poured together with the upper and lower beams, that is, the conventional wall type damper needs to wait for the lower wall to be poured and hardened before pouring the upper wall. There are problems of inconvenient damper installation and complicated construction. SUMMARY

[0003] The application overcomes the shortcomings of the prior art and provides a wall type damper pouring formwork and a rapid pouring method. The rapid construction of the damping wall is realized through integrated uninterrupted pouring.

[0004] In order to achieve the above purpose, the application is realized through the following technical scheme.

[0005] A wall type damper pouring formwork comprises an aluminum alloy formwork one, an aluminum alloy formwork two, an aluminum alloy formwork three, a steel form one, a steel form two and a steel form three. The aluminum alloy formwork three comprises a rear aluminum alloy plate and left and right aluminum alloy plates connected to the left and right sides of the rear aluminum alloy plate, and is used for forming a three-sided closed aluminum alloy plate structure. The left and right sides of the aluminum alloy formwork one and the left and right sides of the aluminum alloy formwork two are connected to the left and right aluminum alloy plates of the aluminum alloy formwork three, and the aluminum alloy formwork one and the aluminum alloy formwork two are L-shaped formworks. The aluminum alloy formwork one, the aluminum alloy formwork two and the aluminum alloy formwork three jointly form a three-sided closed one-sided open aluminum alloy formwork.

[0006] The steel mold one is located at the hole formed by the combination of the aluminum alloy mold plate one and the aluminum alloy mold plate two, and the steel mold one comprises a sliding plate one, a sliding plate two, a sliding plate three, a sliding plate four, a top plate, a bottom plate, a push plate one, a push plate two, and a telescopic sliding support column structure; the push plate one and the push plate two are respectively located on the left and right sides, the top plate and the bottom plate are located between the push plate one and the push plate two, and the push plate one, the push plate two, the top plate, and the bottom plate form a cavity; the telescopic sliding support column structure is located in the cavity; the sliding plate three and the sliding plate four are combined and located at the lower part of the bottom plate, the sliding plate three is connected with the push plate one, and the sliding plate four is connected with the push plate two; the sliding plate one and the sliding plate two are combined and located at the upper part of the top plate, the sliding plate one is connected with the push plate one, and the sliding plate two is connected with the upper surface of the push plate two; the telescopic sliding support column structure is connected with the push plate one, the push plate two, the top plate, and the bottom plate through telescopic columns; the push plate one and the push plate two are pushed to the inner walls of the aluminum alloy mold plate one and the aluminum alloy mold plate two through the telescopic sliding support column structure, at the same time, the sliding plate one and the sliding plate two, and the sliding plate three and the sliding plate four are pulled to the left and right sides, respectively; the top plate and the bottom plate are pushed to move up and down through the telescopic sliding support column structure and are attached to the inner walls of the aluminum alloy mold plate one and the aluminum alloy mold plate two, thereby forming a position space for installing a wall-type damper.

[0007] The steel film two is located between the bottom of the aluminum alloy mold plate one and the connection between the aluminum alloy mold plate two, the front part of the steel film two is flush with the front part of the aluminum alloy mold plate one and the aluminum alloy mold plate two, and the rear part of the steel film two is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy mold plate three; the steel film three is located between the top of the aluminum alloy mold plate one and the connection between the aluminum alloy mold plate two, the front part of the steel film three is flush with the front part of the aluminum alloy mold plate one and the aluminum alloy mold plate two, and the rear part of the steel film three is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy mold plate three; the steel film two and the steel film three have the same structure: one side is provided with an opening penetrating up and down, and the other side is internally provided with a special-shaped steel plate for filling the opening, the special-shaped steel plate is connected with a driving assembly, the special-shaped steel plate is pushed out through the pushing of the driving assembly, the special-shaped steel plate fills the opening, and the aluminum alloy plate structure is sealed to form a space corresponding to the upper pier and the lower pier.

[0008] Further, the aluminum alloy plate structure is internally provided with a pressure sensor; the telescopic sliding support column structure and the driving assembly are respectively connected with a signal receiver through a circuit board, the signal receiver is electrically connected with the pressure sensor; the pressure sensor measures the position of the concrete pouring according to the pressure generated by the aluminum alloy plate structure due to the pouring height of the concrete, transmits a signal to the signal receiver, and controls the movement of the telescopic sliding support column structure and the driving assembly through the signal receiver and the connected circuit board.

[0009] Further, the upper surfaces of the push plate 1, the push plate 2, and the top plate are flush, and the lower surfaces of the push plate 1, the push plate 2, and the bottom plate are flush; the sliding plate 3 and the sliding plate 4 are attached to the lower surface of the bottom plate, the upper surface of the end of the sliding plate 3 away from the sliding plate 4 is connected to the lower surface of the push plate 1, and the upper surface of the end of the sliding plate 4 away from the sliding plate 3 is connected to the lower surface of the push plate 2.

[0010] The sliding plate 1 and the sliding plate 2 are attached to the upper surface of the top plate, the lower surface of the end of the sliding plate 1 away from the sliding plate 2 is connected to the upper surface of the push plate 1, and the lower surface of the end of the sliding plate 2 away from the sliding plate 1 is connected to the upper surface of the push plate 2.

[0011] Further, the telescopic sliding support column structure comprises a vertical telescopic column 1, a support column, and a horizontal telescopic column 1; the support column is connected with the horizontal telescopic column 1 on both sides, the extending end of the horizontal telescopic column 1 on the left side is connected with the inner wall of the push plate 1, the extending end of the horizontal telescopic column 1 on the right side is connected with the inner wall of the push plate 2, the upper and lower ends of the support column are both slidably connected with the vertical telescopic column 1, the extending end of the upper vertical telescopic column 1 is connected with the bottom of the top plate, and the extending end of the lower vertical telescopic column 1 is connected with the upper surface of the bottom plate.

[0012] Further, the steel mold 2 comprises a special-shaped steel plate 1 and a special-shaped steel plate 2 arranged in sequence, the special-shaped steel plate 1 and the special-shaped steel plate 2 are of the same structure, one end of the special-shaped steel plate 1 is provided with a hole, the other end of the special-shaped steel plate 1 is internally provided with a short steel plate 1, a vertical telescopic column 3, and a horizontal telescopic column 2, the structure and size of the short steel plate 1 are suitable for filling the hole on the special-shaped steel plate 1, the inner side of the short steel plate 1 is connected with the extending end of the horizontal telescopic column 2, and the extending end of the vertical telescopic column 3 is connected with the horizontal telescopic column 2; one end of the special-shaped steel plate 2 is provided with a hole, the other end of the special-shaped steel plate 2 is internally provided with a short steel plate 2, a horizontal telescopic column 4, and a vertical telescopic column 5, the structure and size of the short steel plate 2 are suitable for filling the hole on the special-shaped steel plate 2, the inner side of the short steel plate 2 is connected with the extending end of the horizontal telescopic column 4, and the extending end of the vertical telescopic column 5 is connected with the horizontal telescopic column 4.

[0013] The steel mold 3 comprises a special-shaped steel plate 3 and a special-shaped steel plate 4 arranged in sequence; the special-shaped steel plate 3 and the special-shaped steel plate 4 are of the same structure, one end of the special-shaped steel plate 3 is provided with a hole, the other end of the special-shaped steel plate 3 is internally provided with a short steel plate 3, a vertical telescopic column 7, and a horizontal telescopic column 6, the structure and size of the short steel plate 3 are suitable for filling the hole on the special-shaped steel plate 3, the inner side of the short steel plate 3 is connected with the extending end of the horizontal telescopic column 6, and the extending end of the vertical telescopic column 7 is connected with the horizontal telescopic column 6; one end of the special-shaped steel plate 4 is provided with a hole, the other end of the special-shaped steel plate 4 is internally provided with a short steel plate 4, a horizontal telescopic column 8, and a vertical telescopic column 9, the structure and size of the short steel plate 4 are suitable for filling the hole on the special-shaped steel plate 4, the inner side of the special-shaped steel plate 4 is connected with the extending end of the horizontal telescopic column 8, and the extending end of the vertical telescopic column 9 is connected with the horizontal telescopic column 8.

[0014] The quick pouring method based on the wall damper pouring formwork comprises the following steps:

[0015] 1) Before construction, the lower beam part can be poured in advance, only leaving the lower pier table, the upper pier table and the upper beam part not poured, first three aluminum alloy formworks are set, then the embedded parts are installed, and after completion, aluminum alloy formwork one, aluminum alloy formwork two, steel formwork one, steel membrane two and steel formwork three are installed.

[0016] 2) Starting from the top of the aluminum alloy plate structure, pouring concrete, when the concrete is poured to the lower pier table positioning line, the telescopic sliding support column structure is started, the push plate one and the push plate two are respectively attached to the inner walls of the aluminum alloy formwork one and the aluminum alloy formwork two, the top plate and the bottom plate are respectively moved upward and downward and attached to the inner walls of the aluminum alloy formwork one and the aluminum alloy formwork two, and then the position space for installing the wall damper is formed; after the steel formwork one is fully stretched, the special-shaped steel plate in the steel membrane two is pushed out of the hole on the closed steel membrane two through the driving assembly in the steel membrane two, so that the steel formwork two is fully stretched;

[0017] 3) When the steel formwork one and the steel formwork two are fully stretched, with the pouring, when pouring to the upper edge of the right upper corner of the lower pier table, the steel formwork three is fully stretched to completely close the lower pier table, and the steel membrane three is stretched in the same principle as the steel membrane two;

[0018] 4) After the lower pier table is poured, the steel formwork one, the steel formwork two, the steel formwork three are fully stretched, and the pouring of the upper pier table is started;

[0019] 5) After pouring, after the concrete reaches the preset hardness, the aluminum alloy formwork one, the aluminum alloy formwork two, the aluminum alloy formwork three, the steel formwork one, the steel membrane two and the steel formwork three are removed.

[0020] The beneficial effects of the present application relative to the prior art are:

[0021] The pouring process of the present application mainly realizes the purpose of quick pouring through the cooperation of three groups of automatic steel formworks and pressure sensing devices. The front supporting formwork is divided into upper and lower two parts, the hole position of the middle damper is reserved, and the pressure sensor is arranged at the lower formwork positioning line. The automatic expansion of the steel formwork with the built-in receiver realizes the one-time concrete pouring engineering.

[0022] The present application accelerates the construction progress, improves the pouring speed of the damping wall, the used formworks can be reused, saves materials and labor consumption, and provides convenience for the subsequent installation of the damper. BRIEF DESCRIPTION OF DRAWINGS

[0023] Figure 1 : the front view of the initial state of the wall damper pouring formwork;

[0024] Figure 2: Structure diagram of initial state of wall damper pouring formwork

[0025] Figure 3 : Structure diagram of aluminum alloy formwork 3

[0026] Figure 4 : Structure diagram of initial state of steel formwork 1

[0027] Figure 5 : Structure diagram of initial state of steel formwork 1

[0028] Figure 6 : Structure diagram of initial state of steel formwork 1

[0029] Figure 7 : Structure diagram of initial state of steel formwork 1

[0030] Figure 8 : Structure diagram of initial state of steel formwork 1

[0031] Figure 9 : Structure diagram of initial state of steel formwork 1

[0032] Figure 10 : Structure diagram of initial state of steel formwork 1

[0033] Figure 11 : Structure diagram of initial state of steel formwork 1

[0034] Figure 12 : Structure diagram of initial state of steel formwork 1

[0035] Figure 13 : Structure diagram of initial state of steel formwork 1

[0036] Figure 14 : Structure diagram of initial state of steel formwork 1

[0037] Figure 15 : Structure diagram of initial state of steel formwork 1

[0038] Figure 16 : Structure diagram of initial state of steel formwork 1

[0039] Figure 17 : Structure diagram of initial state of steel formwork 1

[0040] Figure 18 : Structure diagram of initial state of steel formwork 1

[0041] Figure 19 : Structure diagram of initial state of steel formwork 1

[0042] Figure 20 : side sectional view of steel mold in unexpanded state;

[0043] Figure 21 : side sectional view of steel mold in expanded state.

[0044] Legend:

[0045] 1, pressure sensor; 2, aluminum alloy formwork one; 3, aluminum alloy formwork two; 4, aluminum alloy formwork three; 5, sliding plate one; 6, sliding plate two; 7, top plate; 8, push plate one; 9, push plate two; 10, vertical telescopic column one; 11, support column; 12, horizontal telescopic column one; 13, bottom plate; 14, sliding plate three; 15, sliding plate four; 16, signal receiver; 17, special-shaped steel plate one; 18, special-shaped steel plate two; 19, short steel plate one; 20, short steel plate two; 21, vertical telescopic column three; 23, horizontal telescopic column two; 25, horizontal telescopic column four; 27, vertical telescopic column five; 29, special-shaped steel plate three; 30, special-shaped steel plate four; 31, short steel plate three; 32, short steel plate four; 33, vertical telescopic column seven; 35, horizontal telescopic column six; 37, horizontal telescopic column eight; 39, vertical telescopic column nine; 41, battery pack one; 42, battery pack two; 43, battery pack three; 44, circuit board one; 45, circuit board two; 46, circuit board three. DETAILED DESCRIPTION

[0046] In order to make the technical problems, technical solutions and beneficial effects of the present application clearer, the present application will be further described in detail in conjunction with the embodiments and drawings. It should be understood that the specific embodiments described herein are only used to explain the present application and not used to limit the present application. The technical solutions of the present application are described in detail below in conjunction with the embodiments and drawings, but the protection scope is not limited thereto.

[0047] Reference Figures 1-21 , the present embodiment proposes an automatic wall damper pouring formwork and a rapid pouring method using the pouring formwork. The automatic wall damper pouring formwork comprises an aluminum alloy formwork one 2, an aluminum alloy formwork two 3, an aluminum alloy formwork three 4, a steel mold one, a steel mold two and a steel mold three. The aluminum alloy formwork three 4 comprises a rear aluminum alloy plate and left and right aluminum alloy plates connected to both sides of the rear aluminum alloy plate, for forming a three-sided closed aluminum alloy plate structure. The left and right aluminum alloy plates of the aluminum alloy formwork three 4 are connected to both sides of the aluminum alloy formwork one 2 and the aluminum alloy formwork two 3 respectively. The aluminum alloy formwork one 2 is located at the top to form an upper pier platform, and the aluminum alloy formwork two 3 is located at the bottom to form a lower pier platform. The aluminum alloy formwork one 2 and the aluminum alloy formwork two 3 are special-shaped formworks in L-shaped structure. Figure 19) ; The position of the steel mold one is reserved on the front side to realize the pouring purpose. The aluminum alloy formwork one 2, the aluminum alloy formwork two 3 and the aluminum alloy formwork three 4 jointly form the aluminum alloy formwork with three closed sides and an open front. The connection between the aluminum alloy formwork three 4 and the aluminum alloy formwork one 2 and the aluminum alloy formwork two 3 needs to be smeared with a slip-resistant agent, and is tightly attached to the upper pier platform and the upper beam and the lower pier platform to prevent falling off during construction and causing failure.

[0048] Referring to Figures 4 to 8 The steel mold one is located at the hole formed by the aluminum alloy formwork one 2 and the aluminum alloy formwork two 3, and includes a sliding plate one 5, a sliding plate two 6, a sliding plate three 14, a sliding plate four 15, a top plate 7, a bottom plate 13, a push plate one 8, a push plate two 9, a vertical telescopic column one 10, a support column 11 and six horizontal telescopic columns one 12. The push plate one 8 and the push plate two 9 are respectively located on the left and right sides, the top plate 7 and the bottom plate 13 are located between the push plate one 8 and the push plate two 9, and the push plate one 8, the push plate two 9, the top plate 7 and the bottom plate 13 form a cavity. The upper surfaces of the push plate one 8, the push plate two 9 and the top plate 7 are flush, and the lower surfaces of the push plate one 8, the push plate two 9 and the bottom plate 13 are flush. The sliding plate three 14 and the sliding plate four 15 are located at the lower part of the bottom plate 13 and are attached to the lower surface of the bottom plate 13. The upper surface of the end of the sliding plate three 14 away from the sliding plate four 15 is connected to the lower surface of the push plate one 8. The upper surface of the end of the sliding plate four 15 away from the sliding plate three 14 is connected to the lower surface of the push plate two 9. Similarly, the sliding plate one 5 and the sliding plate two 6 are located at the upper part of the top plate 7 and are attached to the upper surface of the top plate 7. The lower surface of the end of the sliding plate one 5 away from the sliding plate two 6 is connected to the upper surface of the push plate one 8. The lower surface of the end of the sliding plate two 6 away from the sliding plate one 5 is connected to the upper surface of the push plate two 9. The support column 11 is connected to three horizontal telescopic columns one 12 on the left and right sides. The extending ends of the three horizontal telescopic columns one 12 on the left side are connected to the inner wall of the push plate one 8. The extending ends of the three horizontal telescopic columns one 12 on the right side are connected to the inner wall of the push plate two 9. The vertical telescopic column one 10 is slidably connected to the inner upper and lower ends of the support column 11. The extending end of the upper vertical telescopic column one 10 is connected to the bottom of the top plate 7, and the extending end of the lower vertical telescopic column one 10 is connected to the upper surface of the bottom plate 13.

[0049] The support column 11 is provided with a signal receiver 16, a battery pack 41 and a circuit board 44; the battery pack 41 and the circuit board 44 are connected with the vertical telescopic column 10 and the horizontal telescopic column 12 respectively, the signal receiver 16 is connected with the circuit board 44, the aluminum alloy formwork 3 is provided with a pressure sensor 1 in advance, the pressure sensor 1 measures the position of the concrete pouring according to the pressure generated by the aluminum alloy formwork 3 at the height of the pouring concrete and transmits the signal to the signal receiver 16, the action of the vertical telescopic column 10 and the horizontal telescopic column 12 is controlled through the signal receiver 16 and the connected circuit board 44, the horizontal telescopic column 12 pulls the push plate 8 and the push plate 9 to the two sides respectively, and the inner walls of the aluminum alloy formwork 1 and the aluminum alloy formwork 2 are attached, at the same time, the sliding plate 5 and the sliding plate 6, the sliding plate 14 and the sliding plate 15 are pulled to the two sides respectively, the vertical telescopic column 10 pushes the top plate 7 and the bottom plate 13 to move up and down respectively and attach to the inner walls of the aluminum alloy formwork 1 and the aluminum alloy formwork 2, thereby forming the position space for installing the wall damper later.

[0050] Referring to Figures 9 to 15 The steel membrane 2 and the steel membrane 3 have the same structure, the steel membrane 2 is located between the bottom of the aluminum alloy formwork 1 and the connection between the aluminum alloy formwork 2 and the aluminum alloy formwork 3, the front part of the steel membrane 2 is flush with the front part of the aluminum alloy formwork 1 and the aluminum alloy formwork 2, and the rear part of the steel membrane 2 is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy formwork 3; the steel membrane 2 comprises an irregular steel plate 17 and an irregular steel plate 18 arranged in an up-down mode, the irregular steel plate 17 and the irregular steel plate 18 have the same structure, one end of the irregular steel plate 17 is provided with a hole, and the other end is internally provided with a short steel plate 19, a vertical telescopic column 21 and a horizontal telescopic column 23; the short steel plate 19 has a structure and size suitable for filling the hole on the irregular steel plate 17, the inner side of the short steel plate 19 is connected with the protruding end of the horizontal telescopic column 23, and the protruding end of the vertical telescopic column 21 is connected with the horizontal telescopic column 23; similarly, one end of the irregular steel plate 18 is provided with a hole, and the other end is internally provided with a short steel plate 20, a horizontal telescopic column 25 and a vertical telescopic column 27; the short steel plate 20 has a structure and size suitable for filling the hole on the irregular steel plate 18, the inner side of the short steel plate 20 is connected with the protruding end of the horizontal telescopic column 25, and the protruding end of the vertical telescopic column 27 is connected with the horizontal telescopic column 25. The battery pack 42 and the circuit board 45 are connected with the vertical telescopic column 21, the horizontal telescopic column 23, the horizontal telescopic column 25 and the vertical telescopic column 27, the signal receiver 16 is connected with the circuit board 45, and the movement of the telescopic column is controlled through the signal receiver 16 and the connected circuit board 45.

[0051] Similarly, the steel membrane three is located between the top connection of the aluminum alloy formwork one 2 and the aluminum alloy formwork two 3, the front of the steel membrane three is flush with the front of the aluminum alloy formwork one 2 and the aluminum alloy formwork two 3, and the rear of the steel membrane three is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy formwork three 4; the steel form three includes an upper and lower special-shaped steel plate three 29 and a special-shaped steel plate four 30; the special-shaped steel plate three 29 and the special-shaped steel plate four 30 are the same structure, one end of the special-shaped steel plate three 29 is provided with a hole, and the other end is internally provided with a short steel plate three 31, a vertical telescopic column seven 33, and a horizontal telescopic column six 35; the structure and size of the short steel plate three 31 are adapted to fill the hole on the special-shaped steel plate three 29, the inner side of the short steel plate three 31 is connected with the protruding end of the horizontal telescopic column six 35, and the protruding end of the vertical telescopic column seven 33 is connected with the horizontal telescopic column six 35; similarly, one end of the special-shaped steel plate four 30 is provided with a hole, and the other end is internally provided with a short steel plate four 32, a horizontal telescopic column eight 37, and a vertical telescopic column nine 39; the structure and size of the short steel plate four 32 are adapted to fill the hole on the special-shaped steel plate four 30, the inner side of the special-shaped steel plate four 30 is connected with the protruding end of the horizontal telescopic column eight 37, and the protruding end of the vertical telescopic column nine 39 is connected with the horizontal telescopic column eight 37. The battery pack three 43 and the circuit board three 46 are connected with the vertical telescopic column seven 33, the horizontal telescopic column six 35, the horizontal telescopic column eight 37, and the vertical telescopic column nine 39, the signal receiver 16 is connected with the circuit board three 46, and the telescopic column movement is controlled through the signal receiver 16 and the connected circuit board three 46.

[0052] The method for quickly pouring by using the automatic wall damper pouring formwork mainly relies on the surrounding aluminum alloy formwork to fix the steel bars, the reserved hole position provides a position for the steel form and an observation port, and the damper wall is quickly built by means of integrated uninterrupted pouring. Specifically,

[0053] 1. Before construction, the lower beam part can be poured in advance, only the lower pier, the upper pier and the upper beam part are not poured, and the steel bars of the three parts are also bound. The embedded parts of the upper and lower piers are welded, the aluminum alloy formwork three 4 is first supported, then the embedded parts are installed, and finally the aluminum alloy formwork one 2, the aluminum alloy formwork two 3, the steel form one, the steel membrane two and the steel form three are installed.

[0054] 2、Next concrete truck approach, the pipeline into the upper beam surface, began to pour, while through the front observation port found that when the concrete pouring to the lower pier positioning line, pressure sensor 1 to the pressure of the concrete on the aluminum alloy formwork, the signal to the upper signal receiver 16, steel die one and steel die two start working: through the signal receiver 16 and the connected circuit board one 44 to control the action of vertical telescopic column one 10 and horizontal telescopic column one 12, horizontal telescopic column one 12 pull the push plate one 8, push plate two 9 respectively with the aluminum alloy formwork one 2 and aluminum alloy formwork two 3 wall fit, while the sliding plate one 5 and sliding plate two 6, sliding plate three 14 and sliding plate four 15 are pulled to both sides, vertical telescopic column one 10 push the top plate 7, bottom plate 13 respectively up and down and with the aluminum alloy formwork one 2 and aluminum alloy formwork two 3 wall fit, and then form the position space of the subsequent installation of wall type damper. After the steel die one is stretched, the horizontal telescopic column two 23 will push the short steel plate one 19 from the hole of the special-shaped steel plate one 17 forward, the horizontal telescopic column four 25 will push the short steel plate two 20 from the special-shaped steel plate two 18 forward; then the vertical telescopic column three 21 pull the horizontal telescopic column two 23 indirectly to pull the short steel plate one 19 up to the same level with the upper surface of the special-shaped steel plate one 17, similarly, the vertical telescopic column five 27 pull the horizontal telescopic column four 25 indirectly to pull the short steel plate two 20 down to the same level with the lower surface of the special-shaped steel plate two 18.

[0055] 3、When the steel die one and steel die two are stretched, the remaining right upper corner of the lower pier is poured at this time, as the pouring proceeds, when pouring to the upper edge of the right upper corner of the lower pier, the steel die three is stretched to completely close the lower pier, the stretching of the steel die three is the same as that of the steel die two, that is: the horizontal telescopic column six 35 will push the short steel plate three 31 from the hole of the special-shaped steel plate three 29 forward, the horizontal telescopic column eight 37 will push the short steel plate four 32 from the hole of the special-shaped steel plate four 30 forward, after pushing to the top end, the vertical telescopic column seven 33 pulls the horizontal telescopic column six 35 indirectly to pull the short steel plate three 31 up to the same level with the upper surface of the special-shaped steel plate three 29, similarly, the vertical telescopic column nine 39 pulls the horizontal telescopic column eight 37 indirectly to pull the short steel plate four 32 down to the same level with the lower surface of the special-shaped steel plate four 30.

[0056] 4、After the pouring of the lower pier is completed, the steel die one, steel die two and steel die three are completely unfolded, and the pouring of the upper pier begins.

[0057] 5、After pouring is completed, then the concrete reaches the preset hardness, remove the formwork and the steel die of the reserved hole, weld the damper on both sides of the wall, arrange the limiting device, fill the gap with flexible material, and thus the wall type damper is installed. The subsequent formwork can be used for the installation of damper, saving materials and manpower.

[0058] The whole work needs to be automatically controlled remotely by a computer, and signals are accepted by a pressure sensor, transmitted to an internal signal receiver of the steel mold, and then transmitted to a remote control circuit board and a battery pack to operate the transmission device.

[0059] The above is a further detailed description of the present application in combination with specific preferred embodiments, and cannot be deemed as limiting the specific embodiments of the present application to the above. For ordinary skilled persons in the technical field of the present application, without departing from the present application, a number of simple deductions or substitutions can be made, which shall be deemed to belong to the present application, and the patent protection scope is determined by the submitted claims.

Claims

1. A wall damper formwork, characterized by, The application relates to a wall type damper installation template, which comprises an aluminum alloy template one (2), an aluminum alloy template two (3), an aluminum alloy template three (4), a steel template one, a steel template two and a steel template three; the aluminum alloy template three (4) comprises a rear aluminum alloy plate and left and right aluminum alloy plates connected to the two sides of the rear aluminum alloy plate and is used for forming a three-side closed aluminum alloy plate structure; the two sides of the aluminum alloy template one (2) and the two sides of the aluminum alloy template two (3) are connected with the left and right aluminum alloy plates of the aluminum alloy template three (4) respectively, and the aluminum alloy template one (2) and the aluminum alloy template two (3) are L-shaped templates; the aluminum alloy template one (2), the aluminum alloy template two (3) and the aluminum alloy template three (4) jointly enclose a three-side closed one-side opening aluminum alloy template; the steel template one is located at a hole formed by combining the aluminum alloy template one (2) and the aluminum alloy template two (3), and the steel template one comprises a sliding plate one (5), a sliding plate two (6), a sliding plate three (14), a sliding plate four (15), a top plate (7), a bottom plate (13), a push plate one (8), a push plate two (9) and a telescopic sliding support column structure; the push plate one (8) and the push plate two (9) are located at the left side and the right side respectively, the top plate (7) and the bottom plate (13) are located between the push plate one (8) and the push plate two (9), and the push plate one (8), the push plate two (9), the top plate (7) and the bottom plate (13) enclose a cavity; the telescopic sliding support column structure is located in the cavity; the sliding plate three (14) and the sliding plate four (15) are combined and located at the lower part of the bottom plate (13), the sliding plate three (14) is connected with the push plate one (8), the sliding plate four (15) is connected with the push plate two (9), the sliding plate one (5) and the sliding plate two (6) are combined and located at the upper part of the top plate (7), the sliding plate one (5) is connected with the push plate one (8), and the sliding plate two (6) is connected with the upper surface of the push plate two (9); the telescopic sliding support column structure is connected with the push plate one (8), the push plate two (9), the top plate (7) and the bottom plate (13) through telescopic columns; the push plate one (8) and the push plate two (9) are pushed to the inner walls of the aluminum alloy template one (2) and the aluminum alloy template two (3) through the telescopic sliding support column structure, meanwhile, the sliding plate one (5) and the sliding plate two (6) and the sliding plate three (14) and the sliding plate four (15) are pulled to the two sides respectively, the top plate (7) and the bottom plate (13) are moved up and down through the telescopic sliding support column structure and are attached to the inner walls of the aluminum alloy template one (2) and the aluminum alloy template two (3), and a position space for installing a wall type damper is formed. The steel mold two is located between the bottom of the aluminum alloy mold plate one (2) and the connection between the aluminum alloy mold plate two (3), the front part of the steel mold two is flush with the front part of the aluminum alloy mold plate one (2) and the aluminum alloy mold plate two (3), and the rear part of the steel mold two is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy mold plate three (4); the steel mold three is located between the top of the aluminum alloy mold plate one (2) and the connection between the aluminum alloy mold plate two (3), the front part of the steel mold three is flush with the front part of the aluminum alloy mold plate one (2) and the aluminum alloy mold plate two (3), and the rear part of the steel mold three is attached to the inner wall of the rear aluminum alloy plate of the aluminum alloy mold plate three (4); the steel mold two and the steel mold three have the same structure: one side is provided with an opening penetrating up and down, and the other side is internally provided with a special-shaped steel plate for filling the opening, the special-shaped steel plate is connected with a driving assembly, the special-shaped steel plate is pushed out by the driving of the driving assembly, the special-shaped steel plate fills the opening, and the aluminum alloy plate structure is used for sealing to form spaces corresponding to upper and lower pier platforms.

2. The wall damper casting form according to claim 1, wherein, The aluminum alloy plate structure is internally provided with a pressure sensor (1); the telescopic sliding support column structure and the driving assembly are respectively connected with a signal receiver (16) through circuit boards, the signal receiver (16) is electrically connected with the pressure sensor (1); the pressure sensor (1) measures the position of the concrete pouring according to the pressure generated by the aluminum alloy plate structure to the pouring height of the concrete, and transmits signals to the signal receiver (16), and the movement of the telescopic sliding support column structure and the driving assembly is respectively controlled through the signal receiver (16) and the connected circuit boards.

3. The wall damper casting form according to claim 1, wherein, The upper surfaces of the push plate one (8), the push plate two (9) and the top plate (7) are flush, and the lower surfaces of the push plate one (8), the push plate two (9) and the bottom plate (13) are flush; the sliding plate three (14) and the sliding plate four (15) are attached to the lower surface of the bottom plate (13), the upper surface of the end of the sliding plate three (14) away from the sliding plate four (15) is connected with the lower surface of the push plate one (8); the upper surface of the end of the sliding plate four (15) away from the sliding plate three (14) is connected with the lower surface of the push plate two (9); The sliding plate one (5) and the sliding plate two (6) are attached to the upper surface of the top plate (7), the lower surface of the end of the sliding plate one (5) away from the sliding plate two (6) is connected with the upper surface of the push plate one (8); the lower surface of the end of the sliding plate two (6) away from the sliding plate one (5) is connected with the upper surface of the push plate two (9).

4. The wall damper casting form according to claim 1, wherein, The telescopic sliding support column structure comprises a vertical telescopic column one (10), a support column (11) and a horizontal telescopic column one (12); the support column (11) is connected with the horizontal telescopic column one (12) on both sides, the extending end of the horizontal telescopic column one (12) on the left side is connected with the inner wall of the push plate one (8); the extending end of the horizontal telescopic column one (12) on the right side is connected with the inner wall of the push plate two (9); the vertical telescopic column one (10) is slidably connected to the upper and lower ends of the support column (11); the extending end of the upper vertical telescopic column one (10) is connected with the bottom of the top plate (7), and the extending end of the lower vertical telescopic column one (10) is connected with the upper surface of the bottom plate (13).

5. The wall damper casting form according to claim 1, wherein, The steel mold two comprises profiled steel plate one (17) and profiled steel plate two (18) arranged in an up-down mode, the profiled steel plate one (17) and the profiled steel plate two (18) are of the same structure, one end of the profiled steel plate one (17) is provided with a hole, and the other end is internally provided with a short steel plate one (19), a vertical telescopic column three (21) and a horizontal telescopic column two (23); the short steel plate one (19) is of a structure and size suitable for filling the hole on the profiled steel plate one (17), the inner side of the short steel plate one (19) is connected with the protruding end of the horizontal telescopic column two (23), and the protruding end of the vertical telescopic column three (21) is connected with the horizontal telescopic column two (23); one end of the profiled steel plate two (18) is provided with a hole, and the other end is internally provided with a short steel plate two (20), a horizontal telescopic column four (25) and a vertical telescopic column five (27); the short steel plate two (20) is of a structure and size suitable for filling the hole on the profiled steel plate two (18), the inner side of the short steel plate two (20) is connected with the protruding end of the horizontal telescopic column four (25), and the protruding end of the vertical telescopic column five (27) is connected with the horizontal telescopic column four (25); The steel mold three comprises profiled steel plate three (29) and profiled steel plate four (30) arranged in an up-down mode; the profiled steel plate three (29) and the profiled steel plate four (30) are of the same structure, one end of the profiled steel plate three (29) is provided with a hole, and the other end is internally provided with a short steel plate three (31), a vertical telescopic column seven (33) and a horizontal telescopic column six (35); the short steel plate three (31) is of a structure and size suitable for filling the hole on the profiled steel plate three (29), the inner side of the short steel plate three (31) is connected with the protruding end of the horizontal telescopic column six (35), and the protruding end of the vertical telescopic column seven (33) is connected with the horizontal telescopic column six (35); one end of the profiled steel plate four (30) is provided with a hole, and the other end is internally provided with a short steel plate four (32), a horizontal telescopic column eight (37) and a vertical telescopic column nine (39); the short steel plate four (32) is of a structure and size suitable for filling the hole on the profiled steel plate four (30), the inner side of the profiled steel plate four (30) is connected with the protruding end of the horizontal telescopic column eight (37), and the protruding end of the vertical telescopic column nine (39) is connected with the horizontal telescopic column eight (37).

6. The rapid pouring method of the wall damper pouring form according to any one of claims 1-5, characterized in that, The method comprises the following steps: 1) before construction, the lower beam part is poured in advance, only the lower pier table, the upper pier table and the upper beam part are not poured, the aluminum alloy formwork three (4) is first supported, then the embedded part is installed, after completion, the aluminum alloy formwork one (2), the aluminum alloy formwork two (3), the steel mold one, the steel mold two and the steel mold three are installed; 2) From the top of the aluminum alloy plate structure, pour the concrete, when the concrete is poured to the lower pier table positioning line, start the telescopic sliding support column structure, make the push plate one (8) and the push plate two (9) respectively adhere to the inner wall of the aluminum alloy formwork one (2) and the aluminum alloy formwork two (3), and make the top plate (7) and the bottom plate (13) respectively move upward and downward and adhere to the inner wall of the aluminum alloy formwork one (2) and the aluminum alloy formwork two (3), and then form the position space for installing the wall type damper; after the steel mold one is stretched, the special-shaped steel plate in the steel mold two is pushed out of the hole on the closed steel mold two through the driving assembly in the steel mold two, so that the steel mold two is completely stretched; 3) When the steel mold one and the steel mold two are stretched, with the pouring, when the pouring reaches the upper edge of the right upper corner of the lower pier table, the steel mold three is stretched to completely close the lower pier table, and the stretching principle of the steel mold three is the same as that of the steel mold two; 4) After the pouring of the lower pier table is completed, the steel mold one, the steel mold two and the steel mold three are completely unfolded, and the pouring of the upper pier table is started; 5) After the pouring is completed, the aluminum alloy formwork one (2), the aluminum alloy formwork two (3), the aluminum alloy formwork three (4), the steel mold one, the steel mold two and the steel mold three are removed after the concrete reaches the preset hardness.

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