A shear wall form reinforcing support structure and construction method

Abstract

The application relates to the field of buildings, and provides a shear wall formwork reinforcing and supporting structure and a construction method, which comprises a formwork, vertical fixing members, horizontal fixing members, anti-deviation members, butt joint screws and fasteners; the formworks are spliced with each other to form wall space, concrete is poured into the wall space, and a shear wall is formed by solidification and molding, so that the formworks on the two sides of the shear wall are relatively laid; a plurality of vertical fixing members are uniformly installed on the formworks; a plurality of horizontal fixing members are connected with the vertical fixing members in the horizontal direction, and the horizontal fixing members integrally connect all the vertical fixing members, and the horizontal fixing members extend outwards beyond the formworks; one end of the horizontal fixing member extending out is provided with a threaded hole; and the butt joint screw is screwed with the threaded hole. The application has the effect of stabilizing the formwork and preventing compression deformation. In addition, a construction method of the shear wall is provided.

Description

Technical Field

[0001] This application relates to the field of construction, and in particular to a shear wall formwork reinforcement support structure and construction method. Background Technology

[0002] In current building construction projects, most of the main structure construction adopts cast-in-place concrete structure. During the formwork erection process, shear walls and structural columns are generally composed of wooden formwork, 50mm+ wooden backing, and DN50mm steel pipe backing.

[0003] Although it can effectively control the outward expansion of the formwork, the increased stress on the formwork during shear wall pouring and the tendency of the formwork to shift due to vibration during the compaction process make it impossible to effectively control the shrinkage problem after the formwork is erected and to fully control the verticality of the cast-in-place concrete. This results in a large deviation in the surface verticality of most shear walls and structural columns after pouring. Summary of the Invention

[0004] To address the aforementioned issues, this application provides a shear wall formwork reinforcement support structure and construction method.

[0005] The technical solution provided in this application for a shear wall formwork reinforcement support structure and construction method is as follows:

[0006] A shear wall formwork reinforcement and support structure includes formwork, vertical fasteners, horizontal fasteners, anti-deviation components, connecting bolts, and fasteners. The formwork is spliced ​​together to form a wall space, and concrete is poured into the wall space to solidify and form a shear wall, with the formwork on both sides of the shear wall laid opposite each other. A plurality of vertical fasteners are evenly installed on the formwork. A plurality of horizontal fasteners are connected to the vertical fasteners in a horizontal direction, and the horizontal fasteners connect all the vertical fasteners into a single unit. The horizontal fasteners extend outwards from the formwork. One end of the connector has a threaded hole; the connecting screw is screwed into the threaded hole and connects the horizontally opposite fasteners of the formed wall space to each other; each connecting screw has two fasteners, which are screwed into both ends of the connecting screw, and both are located at the end of the horizontal fastener away from the template; several anti-deviation components are provided, and one anti-deviation component is provided at the connection point of the horizontal fastener and the vertical fastener; one end of the anti-deviation component is connected to the horizontal fastener, and the other end is connected to the vertically upward-facing vertical fastener, and the whole is inclined.

[0007] By adopting the above technical solution, after the templates are spliced ​​together to form a wall space, the templates are fixed by vertical and horizontal fasteners. Then, the horizontal and vertical fasteners are locked with connecting screws and fasteners to prevent the templates from bursting under pressure. At the same time, the anti-deviation component is used to transfer the load on the vertical fasteners to the horizontal fasteners which are under less load, thereby reducing the probability of template deformation.

[0008] Optionally, the anti-deviation component is movably connected to the lateral fixing component, and a sliding part is provided on the end away from the lateral fixing component; the vertical fixing component is provided with a limiting groove, and the sliding part is inserted into the limiting groove and slides along the limiting groove.

[0009] By adopting the above technical solution, the anti-deviation component can be easily detached from the vertical fixing component by utilizing the sliding part and the limiting groove, which facilitates later maintenance or replacement.

[0010] Optionally, a mounting part is slidably connected within the limiting groove; the sliding part is movably connected to the mounting part; an adjusting part is provided at the upper opening of the limiting groove, and the adjusting part passes through the limiting groove and abuts against the mounting part.

[0011] By adopting the above technical solution, the mounting part and the sliding part are movably connected, so that the mounting part can be adjusted by the adjustment part to be in the position of the mounting part in the limiting groove. This allows the mounting part to be subjected to the clamping action of the anti-deviation part, providing a reaction force to prevent the deformation of the vertical fixing part and the template, thereby stabilizing the template and the fixing part and improving the anti-deformation ability.

[0012] Optionally, the adjusting part includes a fixing nut and a tightening bolt; the tightening bolt is screwed to the fixing nut and passes through the fixing nut to abut against the mounting part.

[0013] By adopting the above technical solution, the position of the clamping bolt against the mounting part can be different depending on the degree to which the clamping bolt is screwed into the fixing nut. The different positions of the mounting part result in different magnitudes of the reaction force. Therefore, the reaction force generated by the mounting part can be changed by the depth of the clamping bolt inserted into the limiting groove, so as to adjust the reaction force.

[0014] Optionally, the lateral fixing member is further provided with a rotating part; the rotating part is movably connected to the lateral fixing member; the anti-deviation member is connected to the rotating part.

[0015] By adopting the above technical solution, when the anti-deviation component is movably connected to the rotating part, the position of the anti-deviation component can be adjusted by the rotating part. When the sliding part of the anti-deviation component is not inserted into the limiting groove, the anti-deviation component folds with the transverse fixing part as the rotating part rotates, which is convenient for recycling and storage. It can be unfolded when the anti-deviation component needs to be installed, thereby improving the ease of use of the reinforced support structure.

[0016] Optionally, the vertical fixing members are spaced at a preset distance, and the length of the anti-deviation member is the same as the preset distance.

[0017] By adopting the above technical solution, when the anti-deviation component tilts and folds towards the lateral fixing component, the length of the anti-deviation component is consistent with the length of the preset distance, so that the anti-deviation component just coincides with the position of the lateral fixing component, and will not collide with or touch another anti-deviation component, ensuring that the anti-deviation components do not affect each other after folding.

[0018] Optionally, the top surface of the transverse fixing member is provided with a snap-fit ​​groove; the anti-deviation member rotates through the rotating part and flips over to the snap-fit ​​groove at the adjacent transverse fixing member through the movable connection point with the transverse fixing member.

[0019] By adopting the above technical solution, the anti-deviation component is rotated to one side of the snap-fit ​​groove by the action of the rotating part, so that the anti-deviation component is inserted into the transverse fixing component, and the anti-deviation component is hidden in the snap-fit ​​groove when it is not needed, thus ensuring the overall aesthetics of the reinforced support structure.

[0020] Optionally, the snap-fit ​​groove is further provided with a closing part and a fastening part; the closing part is slidably connected to the transverse fixing member, and the fastening part is connected to the transverse fixing member; after the closing part slides along the transverse fixing member, it is connected to the fastening part.

[0021] By adopting the above technical solution, when the anti-deviation component retracts into the locking groove, the closing part is pushed. When the closing part moves along the transverse fixing part to the fastening part, the closing part blocks the opening of the locking groove, thereby preventing the anti-deviation component from detaching from the locking groove and ensuring that the anti-deviation component will not fall out of the locking groove during transportation or use of the reinforced support structure.

[0022] Optionally, the transverse fixing member is further provided with a reinforcing member; the reinforcing member is connected to the vertical fixing member and extends along the vertical direction of the vertical fixing member.

[0023] By adopting the above technical solution, the reinforcing member serves to strengthen the connection between the horizontal and vertical fixing members, and to further distribute the load on the horizontal fixing member, making the load on the horizontal and vertical fixing members more uniform, and further preventing the formwork from deforming due to excessive load.

[0024] A construction method for shear walls, applied to the aforementioned reinforced support structure, includes the following steps:

[0025] Embed reinforcing bars;

[0026] Lay out the template;

[0027] Wall space forming;

[0028] Install the connecting screw;

[0029] Fastener installation;

[0030] Installation of anti-deviation components;

[0031] Pour concrete;

[0032] Concrete solidification;

[0033] Demolding.

[0034] By adopting the above technical solutions and construction methods, the reinforced support structure can be quickly and stably enclosed to form the wall space, and the pouring of concrete can make the shear wall form stable.

[0035] In summary, this application includes at least one of the following beneficial technical effects:

[0036] 1. After the templates are spliced ​​together to form a wall space, the templates are fixed by vertical and horizontal fasteners. Then, the horizontal and vertical fasteners are locked with connecting bolts and fasteners to prevent the templates from bursting under pressure. At the same time, the anti-deviation components are used to transfer the load on the vertical fasteners to the horizontal fasteners which bear less load, thereby reducing the probability of template deformation.

[0037] 2. The mounting part and the sliding part are movably connected, so that the mounting part can be adjusted by the adjustment part to be in the position of the mounting part in the limiting groove. The mounting part is subjected to the clamping action of the anti-deviation part to provide a reaction force to prevent the deformation of the vertical fixing part and the template, thereby stabilizing the template and the fixing part and improving the deformation resistance.

[0038] 3. Depending on the degree to which the tightening bolt is screwed into the fixing nut, the position of the tightening bolt against the mounting part can be different. The different positions of the mounting part result in different magnitudes of the reaction force. Therefore, the reaction force generated by the mounting part can be changed by the depth of the tightening bolt inserted into the limiting groove, so as to adjust the reaction force.

[0039] 4. The function of the reinforcing member is to strengthen the connection between the horizontal and vertical fixing members, and to further distribute the load on the horizontal fixing member, so that the load on the horizontal and vertical fixing members is more even, and further avoid the formwork from being overloaded and deformed. Attached Figure Description

[0040] Figure 1 This is a three-dimensional structural diagram of the shear wall formwork reinforcement support structure in one embodiment of this application;

[0041] Figure 2 This is a side view schematic diagram of the shear wall formwork reinforcement support structure in some embodiments of this application;

[0042] Figure 3 This is a schematic diagram of the planar structure of the docking screw in some embodiments of this application;

[0043] Figure 4 This application Figure 1 A magnified structural diagram of A in the middle;

[0044] Figure 5 This is a first three-dimensional structural schematic diagram of some of the reinforcing support structures in some embodiments of this application;

[0045] Figure 6 This is a schematic diagram of a second three-dimensional structure of some of the reinforced support structures in some embodiments of this application;

[0046] Figure 7 This application Figure 6 A magnified structural diagram of B in the diagram;

[0047] Figure 8 This is a three-dimensional structural diagram of the lateral fixing member and the anti-deviation member in some embodiments of this application;

[0048] Figure 9 This application Figure 8 A magnified structural diagram of C;

[0049] Figure 10 This is a schematic diagram of a third type of three-dimensional structure of some of the reinforced support structures in some embodiments of this application;

[0050] Figure 11 This is a flowchart of the construction method of shear walls in some embodiments of this application.

[0051] The markings in the attached diagram are as follows: 1. Template; 2. Vertical fixing component; 21. Limiting groove; 22. Adjustment part; 221. Fixing nut; 222. Tightening bolt; 3. Horizontal fixing component; 31. Threaded hole; 32. Rotating part; 33. Snap-fit ​​groove; 34. Closing part; 35. Fastening part; 36. Level; 4. Anti-deviation component; 41. Sliding part; 42. Mounting part; 5. Connecting screw; 6. Fastener; 7. Reinforcing component; 8. Pressing component; 81. Pressing block; 82. Pressing bolt; 83. Force distribution plate. Detailed Implementation

[0052] The following specific examples illustrate the implementation methods of this application. Those skilled in the art can easily understand other advantages and effects of this application from the information disclosed herein. This application can also be implemented or applied through other different specific embodiments, and various details in this application can be modified or changed according to different viewpoints and application systems without departing from the spirit of this application. It should be noted that, unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other.

[0053] The embodiments of this application will now be described in detail with reference to the accompanying drawings, so that those skilled in the art can easily implement the application. This application may be embodied in many different forms and is not limited to the embodiments described herein.

[0054] In this application, the terms "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., refer to specific features, structures, materials, or characteristics represented in connection with that embodiment or example, which are included in at least one embodiment or example of this application. Furthermore, the specific features, structures, materials, or characteristics represented may be combined in any suitable manner in one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate different embodiments or examples represented in this application, as well as features of different embodiments or examples.

[0055] Furthermore, the terms "first" and "second" are used only to indicate an objective and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the representation of this application, "multiple" means two or more, unless otherwise explicitly specified.

[0056] Throughout this specification, when it is said that a device is "connected" to another device, this includes not only "direct connection" but also "indirect connection" by placing other components in between. Furthermore, when it is said that a device "comprises" a certain constituent element, unless otherwise stated otherwise, this does not exclude other constituent elements, but rather implies that other constituent elements may be included.

[0057] The following is in conjunction with the appendix Figure 1 -Appendix Figure 11 This application will be described in further detail below.

[0058] This application discloses a shear wall formwork reinforcement support structure and construction method.

[0059] A shear wall formwork reinforcement and support structure, reference Figure 1 As shown, the reinforcement support structure is used to reinforce the formwork 1 of the shear wall. That is, when the shear wall is formed, the formwork 1 needs to be spliced ​​and assembled to form the required wall space. Then, concrete is poured into the forming space. After the concrete cools and solidifies, the shear wall is formed. However, during the forming process, it is necessary to ensure the stability of the formwork 1 to avoid the formwork 1 tilting and deforming due to the pressure of the concrete during the concrete pouring, which would cause the verticality of the shear wall to deviate after solidification.

[0060] Therefore, this template 1 is used to reinforce the support structure to strengthen the shear wall, including template 1, vertical fasteners 2, horizontal fasteners 3, anti-deviation components 4, connecting bolts 5, and fasteners 6. After the templates 1 are spliced ​​together to form a wall space, the templates 1 on both sides of the wall space or the formed shear wall are laid opposite each other. That is, after the templates 1 are assembled, the top and bottom of the template 1 are in contact with the ceiling and floor slab of the building, respectively. If the ceiling is not laid, it does not need to be in contact with the ceiling. After the concrete is poured, the shear wall formed by the concrete solidifies is rectangular. The template 1 in the wall thickness direction is under lower pressure, while the pressure is greater on the two sides of the wall along the length direction. Therefore, it is mainly necessary to reinforce the opposite templates 1 on both sides along the length direction of the wall.

[0061] Several vertical fasteners 2 are provided and evenly installed on the surface of the template 1. Each template 1 is provided with at least one vertical fastener 2. The vertical fastener 2 can be made of vertical metal plate or vertical metal pipe, and the shape can be cuboid. The thickness depends on the requirements. The surface can be coated with anti-corrosion paint to avoid metal oxidation. The main function of the vertical fastener 2 is to distribute the lateral load borne by the template 1 and reduce the load of concrete compression on the template 1 in a unit space.

[0062] Several horizontal fasteners 3 are provided and connected to the vertical fasteners 2 in the horizontal direction. The connection method can be bolt fastening or welding. The material and shape of the horizontal fasteners 3 and the vertical fasteners 2 can be the same. The difference is that one is installed horizontally and the other is installed vertically. The main function of the horizontal fasteners 3 is to frame or clamp the vertical fasteners 2 and the template 1 so that the template 1 or the vertical fasteners 2 will not be pushed open to both sides when under pressure. Since a horizontal fastener 3 is set at a preset distance for each vertical fastener 2, all vertical fasteners 2 are connected into one unit. The preset distance can be determined by the specific floor height and the width of the horizontal fasteners 3, and is not limited here.

[0063] The transverse fastener 3 extends outward from the template 1, and after extending, it exceeds the overall length direction of the template 1, so that the transverse fasteners 3 on the template 1 all extend outward and face each other.

[0064] One end of the horizontal fastener 3 is provided with a threaded hole 31. The connecting screw 5 is screwed into the threaded hole 31 and connects the horizontal fasteners 3 in opposite horizontal directions after the wall space is formed. The connecting screw 5 connects the two horizontal fasteners 3 extending from the template 1 in the same horizontal direction. The length of the connecting screw 5 is longer than the thickness of the wall.

[0065] The specific connection method is as follows: the connecting screw 5 is first inserted into one of the threaded holes 31, and the screw is continuously tightened so that the screw continues to extend into the other threaded hole 31, thereby connecting the two transverse fixing parts 3 to each other.

[0066] By limiting the connection between the connecting screw 5 and the threaded hole 31, the two transverse fixing members 3 in opposite directions on the same horizontal plane are locked. When the concrete presses the formwork 1, the formwork 1 will deform to both sides. At this time, the formwork 1 is distributed by the action of the vertical fixing member 2. At the same time, when the load is transferred to the transverse fixing member 3, the transverse fixing member 3 is also pushed to both sides. Therefore, the connecting screw 5 limits the transverse fixing member 3 through the threaded hole 31, so that the transverse fixing member 3 cannot move to both sides, thus preventing the formwork 1 from deforming. When the transverse fixing member 3 is blocked by the connecting screw 5 and is subjected to a force in the opposite direction to the pushing force of the concrete, it works in conjunction with the vertical fixing member 2 to disperse the force synchronously, so that the pushing force of the concrete and the tension of the connecting screw 5 cancel each other out, reducing the influence of the force on the formwork 1 and causing deformation.

[0067] refer to Figure 2 As shown, each connecting screw 5 is provided with two fasteners 6, which are screwed to both ends of the connecting screw 5 respectively, and both are located at the end of the transverse fixing member 3 away from the template 1. The fasteners 6 can be nuts with a volume larger than the threaded hole 31. The fasteners 6 lock the two ends of the connecting screw 5 on the sides of the two transverse fixing members 3. Since the fasteners 6 are larger than the threaded hole 31, the fasteners 6 cannot be disengaged from the threaded hole 31. When the transverse fixing member 3 is shifted to both sides by the deformation of the template 1, the fasteners 6 lock the transverse fixing member 3 to further prevent the transverse fixing member 3 from shifting. A washer can be provided between the fasteners 6 and the transverse fixing member 3.

[0068] Several anti-deviation components 4 are provided. One anti-deviation component 4 is provided at the connection point between the horizontal fixing component 3 and the vertical fixing component 2. The connection method between the anti-deviation component 4 and the horizontal fixing component 3 can be detachable, such as snap-fit ​​or plug-in. The main function of the anti-deviation component 4 is that the load generated when the template 1 and the vertical fixing component 2 deform or shift can be transferred to the anti-deviation component 4. The anti-deviation component 4 abuts against the vertical fixing component 2, allowing the position that does not deform or shift to share part of the load, reducing the area with large stress or hand load, thereby reducing the probability of the template 1 deforming. The anti-deviation component 4 can be an anti-deviation plate, anti-deviation column or anti-deviation strip, etc., and the material can be metal. The thickness of the middle part of the anti-deviation component 4 is greater than the thickness of the two ends, so that the anti-deviation component 4 is prevented from bending during use.

[0069] Specifically, one end of the anti-deviation component 4 is connected to the horizontal fixing component 3, and the other end is connected to the vertical fixing component 2 facing upward. Since the horizontal fixing component 3 is on the vertical fixing component 2, and the anti-deviation component 4 is connected to the horizontal fixing component 3, the horizontal fixing component 3 separates the vertical fixing component 2 from the anti-deviation component 4. Therefore, the anti-deviation component 4 is set at an angle.

[0070] When the template 1 and the vertical fixing member 2 deform or shift, the vertical fixing member 2 transfers part of the load to the anti-deviation member 4. The anti-deviation member 4, under the action of the load, transfers the load force to the horizontal fixing member 3, thereby reducing the force or load required for the template 1 and the vertical fixing member 2 to deform, so that the force on the template 1 and the vertical fixing member 2 does not reach the threshold required for deformation, which can avoid deformation or deviation of the template 1 and the vertical fixing member 2 to a certain extent.

[0071] Among them, reference Figure 3 As shown, the connecting screw 5 can be threaded only at both ends, leaving the middle unthreaded. After the connecting screw 5 passes through the threaded hole 31, the unthreaded part can pass directly through the threaded hole 31 without further rotation, making it faster and more convenient to connect the connecting screw 5 to the threaded hole 31 of the transverse fixing member 3 on the other side.

[0072] Among them, reference Figure 2 and Figure 4 As shown, the end of the horizontal fixing member 3 is also provided with a clamping member 8, which abuts against the adjacent template 1 at the installation location of the vertical fixing member 2.

[0073] The clamping component 8 includes a clamping block 81 and a clamping bolt 82; the clamping block 81 extends out of the transverse fixing component 3 and extends towards the transverse fixing component 3 in the opposite direction, and a screw hole is provided on the clamping block 81; the clamping bolt 82 is screwed into the screw hole and passes through the screw hole to abut against the template 1. The clamping bolt 82 and the transverse fixing component 3 are located on the same horizontal plane and are arranged parallel to each other. The clamping bolt 82 can be a wing bolt.

[0074] Among them, a force-distributing plate 83 is provided at the end of the clamping bolt 82 near the template 1. The force-distributing plate 83 is used to distribute the force of the clamping bolt 82 pressing down on the template 1, so as to avoid the template 1 being subjected to single-point force and the clamping bolt 82 damaging the template 1. A movable connecting hole can be opened on the force-distributing plate 83. The clamping bolt 82 is inserted into the movable connecting hole, so that after the force-distributing plate 83 contacts the template 1, the clamping bolt 82 can rotate along the movable connecting hole, while continuing to press the force-distributing plate 83. The force-distributing plate 83 remains stationary, so that the force-distributing plate 83 will not rotate along with the clamping bolt 82 and rub against the template 1.

[0075] Specifically, the clamping bolt 82 is used to clamp the template 1 at the thickness position of the shear wall during the shear wall forming process. This ensures that after the template 1 on both sides of the shear wall along the length direction is tightened by the connecting bolt 5, the template 1 in the thickness direction is prevented from being damaged or deformed by pressure. Therefore, the clamping bolt 82, together with the clamping block 81, stabilizes the template 1 in the thickness direction of the shear wall.

[0076] Further reference Figure 5As shown, the anti-deviation component 4 and the transverse fixing component 3 are movably connected, and a sliding part 41 is provided on the end away from the transverse fixing component 3. The movable connection between the anti-deviation component 4 and the transverse fixing component 3 can be a hinge. The hinge can be assisted by a hinge frame. After the anti-deviation component 4 and the transverse fixing component 3 are hinged, the anti-deviation component 4 can rotate a certain angle along the transverse fixing component 3. The sliding part 41 can be a sliding column or a sliding ball.

[0077] The vertical fixing member 2 is provided with a limiting groove 21. The sliding part 41 is inserted into the limiting groove 21 and slides along the limiting groove 21. The anti-deviation member 4 is tilted to the vertical fixing member 2 through the hinge point with the horizontal fixing member 3, i.e. the hinge frame, so that the sliding part 41 can be inserted into the limiting groove 21 and the limiting groove 21 is used to lock the sliding part 41 to fix the anti-deviation member 4. The limiting groove 21 can be a T-shaped groove or an I-shaped groove.

[0078] The anti-deviation component 4 can be easily detached from the vertical fixing component 2 by using the sliding part 41 and the limiting groove 21, which facilitates later maintenance or replacement.

[0079] Furthermore, refer to Figure 6 and Figure 7 As shown, the limiting groove 21 is slidably connected to the mounting part 42; the sliding part 41 is movably connected to the mounting part 42; the upper slot of the limiting groove 21 is provided with an adjustment part 22, which passes through the limiting groove 21 and abuts against the mounting part 42. The mounting part 42 can be a mounting block, which can be embedded in the sliding groove and can also be detached from the slot of the sliding groove.

[0080] The adjusting part 22 is used to lock the opening of the limiting groove 21 so that the mounting part 42 cannot be dislodged. At the same time, the adjusting part 22 can be inserted into the limiting groove 21, and the position of the mounting part 42 can be adjusted according to the insertion depth.

[0081] The groove of the limiting groove 21 is arc-shaped (not shown in the figure), which makes it easy for the installation part 42 to flip and disengage from the groove along the hinge frame.

[0082] The sliding part 41 and the mounting part 42 can be hinged, and a hinge frame is also provided to flexibly connect the sliding part 41 and the mounting part 42 together.

[0083] When the mounting part 42 is inserted into the limiting groove 21 from the opening of the limiting groove 21, the adjusting part 22 blocks the opening of the limiting groove 21, making it impossible for the mounting part 42 to be removed from the limiting groove 21. As the adjusting part 22 extends in, the position of the mounting part 42 moves downward. The downward movement of the mounting part 42 will cause the anti-deviation member 4 of fixed length to be compressed. The reaction force of the pressure on the anti-deviation member 4 is transmitted to the vertical fixing member 2 through the mounting part 42. When the vertical fixing member 2 and the template 1 are subjected to deformation, part of the deformation force can be offset by the reaction force brought by the anti-deviation member 4, thereby stabilizing the template 1 and the fixing part and improving the anti-deformation ability.

[0084] Furthermore, refer to Figure 7 As shown, the adjusting part 22 includes a fixing nut 221 and a clamping bolt 222; the clamping bolt 222 is screwed to the fixing nut 221 and passes through the fixing nut 221 to abut against the mounting part 42. The fixing nut 221 is fixedly installed at the opening of the limiting groove 21, but there is a reserved space between the fixing nut 221 and the opening of the limiting groove 21, so that the mounting part 42 can be inserted into the opening of the limiting groove 21 from the reserved space.

[0085] Specifically, after the mounting part 42 is inserted into the limiting groove 21, the tightening bolt 222 is screwed into the fixing nut 221. As the tightening bolt 222 is continuously screwed into the fixing nut 221, the tightening bolt 222 continuously extends into the limiting groove 21. The tightening bolt 222 blocks the opening of the limiting groove 21 and abuts against the mounting part 42 as it continues to extend. As the tightening bolt 222 continues to extend, the mounting part 42 is pressed down. When the size of the anti-deviation member 4 is fixed, the pressing down of the mounting part 42 causes the anti-deviation member 4 to be subjected to pressure and generate a reaction force. The reaction force is applied by the mounting part 42 to the vertical fixing member 2 to prevent the vertical fixing member 2 from deforming or shifting from the template 1.

[0086] Depending on the degree to which the tightening bolt 222 is screwed into the fixing nut 221, the position of the tightening bolt 222 against the mounting part 42 can be different. The different positions of the mounting part 42 result in different magnitudes of the reaction force. Therefore, the reaction force generated by the mounting part 42 can be changed by the depth to which the tightening bolt 222 extends into the limiting groove 21, so as to adjust the reaction force.

[0087] Among them, reference Figure 6 As shown, a level 36 can be installed on the horizontal fixing member 3. The level 36 can be a bubble level 36. The bubble is used to observe whether the horizontal fixing member 3 is in a horizontal state. If the vertical fixing member 2 and the template 1 are deformed or shifted, the level 36 will show that it is not in a horizontal state. Therefore, the anti-deviation member 4 and the tightening bolt 222 can be used to provide part of the reaction force to reduce the deformation of the template 1 or the vertical fixing member 2.

[0088] Furthermore, refer to Figure 8 As shown, the transverse fixing member 3 is also provided with a rotating part 32, which is movably connected to the transverse fixing member 3; the anti-deviation member 4 is connected to the rotating part 32, which can be a bearing or an annular slide rail. The movable connection between the anti-deviation member 4 and the rotating part 32 can be a hinge. After the anti-deviation member 4 is hinged to the rotating part 32, the position of the anti-deviation member 4 can be adjusted by the rotating part 32, so that when the sliding part 41 of the anti-deviation member 4 is not inserted into the limiting groove 21, the anti-deviation member 4 folds with the transverse fixing member 3 as the rotating part 32 rotates, which is convenient for recycling and storage. It can be unfolded when the anti-deviation member 4 needs to be installed, which improves the ease of use of the reinforced support structure.

[0089] The vertical fixing parts 2 are spaced at a preset distance, and the anti-deviation parts 4 are the same length as the preset distance. This ensures that when the anti-deviation parts 4 are tilted and folded towards the horizontal fixing parts 3, they coincide with the position of the horizontal fixing parts 3 and will not collide with or touch the other anti-deviation parts 4, thus ensuring that the folded anti-deviation parts 4 do not affect each other.

[0090] Furthermore, the top surface of the transverse fixing member 3 is provided with a snap-fit ​​groove 33; the anti-deviation member 4 rotates through the rotating part 32 and flips over to the snap-fit ​​groove 33 at the adjacent transverse fixing member 3 through the movable connection point with the transverse fixing member 3.

[0091] After the snap-fit ​​groove 33 is set, the anti-deviation component 4 is rotated to one side of the snap-fit ​​groove 33 by the action of the rotating part 32. The anti-deviation component 4 is flipped over by the hinge frame, so that the anti-deviation component 4 is inserted into the transverse fixing part 3. At the same time, the shape of the snap-fit ​​groove 33 can be installed in the mounting part 42 and the sliding part 41, so that the anti-deviation component 4 is hidden in the snap-fit ​​groove 33 when it is not needed, ensuring the overall aesthetics of the reinforced support structure.

[0092] Furthermore, refer to Figure 8 and Figure 9 As shown, the snap-fit ​​groove 33 is also provided with a closing part 34 and a fastening part 35; the closing part 34 is slidably connected to the transverse fixing member 3, and the fastening part 35 is connected to the transverse fixing member 3; after the closing part 34 slides along the transverse fixing member 3, it is connected to the fastening part 35. The closing part 34 can be a sliding block. The snap-fit ​​groove 33 of the transverse fixing member 3 is provided with a sliding groove. The sliding block is slidably connected to the sliding groove, so that the sliding block can slide along the sliding groove. The sliding block can be made of ferrous metal. The fastening part 35 can be made of permanent magnet. The permanent magnet can be embedded in the sliding groove.

[0093] Specifically, when the anti-deviation component 4 returns to the snap-fit ​​groove 33, it pushes the closing part 34. When the closing part 34 moves along the transverse fixing part 3 to the fastening part 35, the closing part 34 blocks the opening of the snap-fit ​​groove 33, so that the anti-deviation component 4 cannot be detached from the snap-fit ​​groove 33. This ensures that the anti-deviation component 4 will not fall out of the snap-fit ​​groove 33 during transportation or use of the reinforced support structure, thus avoiding situations such as hitting workers or other equipment and causing safety issues.

[0094] In some embodiments, reference Figure 10 As shown, the horizontal fixing member 3 is also provided with a reinforcing member 7. The reinforcing member 7 can be staggered from the anti-deviation member 4. The reinforcing member 7 is connected to the vertical fixing member 2 and extends along the vertical direction of the vertical fixing member 2. The reinforcing member 7 can be a reinforcing plate. The reinforcing plate can be a triangular plate made of metal, simply referred to as a triangular plate. The thickness of the triangular plate at the end near the horizontal fixing member 3 is greater than the thickness at the end away from the horizontal fixing member 3.

[0095] The function of the reinforcing member 7 is to strengthen the connection between the horizontal fixing member 3 and the vertical fixing member 2, and to further distribute the load on the horizontal fixing member 3, so that the load on the horizontal fixing member 3 and the vertical fixing member 2 is more uniform, and further avoid the formwork 1 from being deformed due to excessive load.

[0096] This application also provides a construction method for a shear wall, referencing Figure 1 As shown, the method applied to the above-mentioned reinforced support structure includes the following steps:

[0097] S1. Installing reinforcing bars: Determine the installation location of the shear wall and install reinforcing bars at the designated locations;

[0098] S2, Laying Formwork 1: Formwork 1 is laid on the surface of the reinforcing bars;

[0099] S3. Forming of the cast wall space: Formwork 1 surrounds the reinforcing bars and forms the wall space after being surrounded.

[0100] S4. Installation of connecting screw 5: Pass the connecting screw 5 through the threaded hole 31 of the transverse fixing member 3 in sequence, and lock the transverse fixing member 3 in the opposite direction.

[0101] S5, Fastener 6 installation: Screw in fastener 6, fastener 6 will tighten the connecting screw 5, so that the horizontal fixing part 3 clamps the vertical fixing part 2;

[0102] S6. Installation of anti-deviation component 4: Erect anti-deviation component 4, with anti-deviation component 4 abutting against vertical fixing component 2.

[0103] S7. Pouring concrete: Pour concrete from the top of formwork 1 into the wall space.

[0104] When a level 36 is installed on the horizontal fixing member 3, step S6 can be placed after step S7, that is, the order of steps S6 and S7 is reversed. Observe the level 36 and see if the level displayed on the level 36 is stable. If it is not stable, then the anti-deviation member 4 is erected. If the vertical fixing member 2 is provided with an adjustment part 22, the clamping force of the anti-deviation member 4 on the vertical fixing member 2 can be adjusted according to the degree of deviation of the level 36.

[0105] S8. Concrete setting: The concrete sets into a shear wall, which requires daily maintenance during the setting period.

[0106] S9. Demolding: Separate the fastener 6 from the connecting bolt 5, remove the connecting bolt 5, and then separate the formwork 1 from the shear wall.

[0107] During the construction adjustment process, before adjusting the supports, it is necessary to first check the support status of formwork 1. If it is not up to standard, it should be adjusted by reinforcing the supports, that is, by adjusting the connecting bolts 5.

[0108] The embodiments described in this specific implementation are preferred embodiments of this application and are not intended to limit the scope of protection of this application. Identical components are represented by the same reference numerals. Therefore, all equivalent changes made to the structure, shape, and principle of this application should be covered within the scope of protection of this application.

Claims

1. A shear wall formwork reinforcement and support structure, characterized in that, The system includes templates (1), vertical fasteners (2), horizontal fasteners (3), anti-deviation components (4), connecting bolts (5), and fasteners (6); the templates (1) are spliced ​​together to form a wall space, and concrete is poured into the wall space to solidify and form a shear wall, so that the templates (1) on both sides of the shear wall are laid opposite each other; several vertical fasteners (2) are evenly installed on the templates (1); several horizontal fasteners (3) are connected to the vertical fasteners (2) in the horizontal direction, and the horizontal fasteners (3) are connected to the vertical fasteners (2) in the horizontal direction. The fixing component (3) connects all the vertical fixing components (2) into one unit, and the horizontal fixing component (3) extends outward from the template (1); one end of the horizontal fixing component (3) is provided with a threaded hole (31); the connecting screw (5) is screwed into the threaded hole (31), and the horizontal fixing components (3) in the horizontally opposite directions after the wall space is formed are connected to each other; each connecting screw (5) is provided with two fasteners (6), which are screwed into both ends of the connecting screw (5) respectively, and both are located at The horizontal fixing member (3) is located away from the template (1) at one end; several anti-deviation members (4) are provided, and an anti-deviation member (4) is provided at the connection point between the horizontal fixing member (3) and the vertical fixing member (2); one end of the anti-deviation member (4) is connected to the horizontal fixing member (3), and the other end is connected to the vertical fixing member (2) facing upwards, and the whole is set at an inclination; the anti-deviation member (4) is movably connected to the horizontal fixing member (3), and the end away from the horizontal fixing member (3) is on A sliding part (41) is provided; a limiting groove (21) is provided on the vertical fixing member (2), the sliding part (41) is inserted into the limiting groove (21) and slides along the limiting groove (21); an installation part (42) is slidably connected in the limiting groove (21); the sliding part (41) and the installation part (42) are movably connected; an adjustment part (22) is provided at the upper opening of the limiting groove (21), the adjustment part (22) passes through the limiting groove (21) and abuts against the installation part (42).

2. The shear wall formwork reinforcement and support structure according to claim 1, characterized in that, The adjusting part (22) includes a fixing nut (221) and a clamping bolt (222); the clamping bolt (222) is screwed to the fixing nut (221) and passes through the fixing nut (221) to abut against the mounting part (42).

3. The shear wall formwork reinforcement and support structure according to claim 1, characterized in that, The transverse fixing member (3) is also provided with a rotating part (32); the rotating part (32) is movably connected to the transverse fixing member (3); the anti-deviation member (4) is connected to the rotating part (32).

4. The shear wall formwork reinforcement and support structure according to claim 3, characterized in that, The vertical fixing member (2) is spaced at a preset distance, and the anti-deviation member (4) has the same length as the preset distance.

5. A shear wall formwork reinforcement and support structure according to claim 4, characterized in that, The top surface of the transverse fixing member (3) is provided with a snap-fit ​​groove (33); the anti-deviation member (4) rotates through the rotating part (32) and flips over to the snap-fit ​​groove (33) at the adjacent transverse fixing member (3) through the movable connection point with the transverse fixing member (3).

6. The shear wall formwork reinforcement and support structure according to claim 5, characterized in that, The snap-fit ​​groove (33) is also provided with a closing part (34) and a fastening part (35); the closing part (34) is slidably connected to the transverse fixing member (3), and the fastening part (35) is connected to the transverse fixing member (3); after the closing part (34) slides along the transverse fixing member (3), it is connected to the fastening part (35).

7. The shear wall formwork reinforcement and support structure according to claim 1, characterized in that, The horizontal fixing member (3) is also provided with a reinforcing member (7); the reinforcing member (7) is connected to the vertical fixing member (2) and extends along the vertical direction of the vertical fixing member (2).

8. A construction method for a shear wall, characterized in that, The method applied to the shear wall formwork reinforcement support structure according to any one of claims 1-7 includes the following steps: Embed reinforcing bars; Laying template (1); Wall space forming; Install the connecting screw (5); Fastener (6) installation; Anti-deviation component (4) installation; Pour concrete; Concrete solidification; Demolding.

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