Shear wall formwork assembly

Abstract

The utility model provides a shear wall formwork assembly which comprises a first internal corner formwork, a second formwork, a third formwork, a fourth formwork, a fifth formwork and a side formwork, and the two adjacent formworks can be spliced and connected through combination of pins and pin pieces. Lightening holes distributed in the length direction of the main body supporting structures are formed in the main body supporting structures of the first internal corner formwork, the second formwork, the third formwork, the fourth formwork, the fifth formwork and the side formworks, and the first internal corner formwork, the second formwork, the third formwork, the fourth formwork, the fifth formwork and the side formworks are all composite formworks. Each template in the template supporting assembly is a composite template, and is light in weight and high in strength; the formworks can be rapidly connected in the transverse direction through the pins, meanwhile, auxiliary supporting is not needed in the longitudinal direction after assembly, and therefore the formwork erecting efficiency of the shear wall can be greatly improved.

Description

Technical Field

[0001] This utility model relates to the field of shear wall casting formwork technology, specifically a shear wall formwork component. Background Technology

[0002] On existing construction sites, concrete pouring is generally used to construct certain structural building components. During concrete pouring, formwork is required. Currently, in the field of building formwork, wooden or aluminum formwork is commonly used. Wooden formwork is easy to process and flexible in its use; however, it is often combined with timber or square steel, resulting in a heavy overall formwork and low construction efficiency. Furthermore, the low recyclability of wooden formwork leads to high construction costs. Aluminum formwork is less prone to deformation and has a high recyclability rate; however, its higher manufacturing cost results in higher operating costs. Utility Model Content

[0003] The purpose of this utility model is to provide a shear wall formwork assembly. Each template in the formwork assembly is a composite material template, which is lightweight and high-strength. The templates can be quickly connected laterally by pins, and no auxiliary support is required in the longitudinal direction after assembly, thus greatly improving the formwork efficiency of shear walls.

[0004] The technical solution adopted by this utility model to solve its technical problem is: a shear wall formwork assembly, including a first internal corner template, a second template, a third template, a fourth template, a fifth template, and a side template. Adjacent templates can be spliced ​​together using a combination of pins and pin plates. Weight-reducing holes are provided on the main support structure of the first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template, distributed along the length of the main support structure. The cross-section of the main support structure of the first internal corner template is formed by cutting off a apex corner of a rectangular frame. The main support structure of the second template... The cross-section of the structure is [shaped]. The cross-section of the main support structure of the third template is E-shaped. The cross-section of the main support structure of the fourth template is composed of a straight plate and two [shaped plates symmetrically distributed on both sides of the straight plate. The cross-section of the main support structure of the fifth template is composed of a straight plate and two E-shaped plates symmetrically distributed on both sides of the straight plate. The cross-section of the main support structure of the side template is composed of a straight plate and three short straight plates vertically distributed on the straight plate. The first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template are all composite material templates.

[0005] Preferably, the first internal corner template includes a first standard internal corner template and a first non-standard internal corner template, the first non-standard internal corner template being fixedly installed on the upper part of the first standard internal corner template by bolt connection; the second template includes a second standard template and a second non-standard template, the second non-standard template being fixedly installed on the upper part of the second standard template by bolt connection; the third template includes a third standard template and a third non-standard template, the third non-standard template being fixedly installed on the upper part of the third standard template by bolt connection; the fourth template includes a fourth standard template and a fourth non-standard template, the fourth non-standard template being fixedly installed on the upper part of the fourth standard template by bolt connection; the fifth template includes a fifth standard template and a fifth non-standard template, the fifth non-standard template being fixedly installed on the upper part of the fifth standard template by bolt connection.

[0006] Further, the first standard internal corner template includes a first standard main support structure, and the first non-standard internal corner template includes a first non-standard main support structure, with a first L-shaped connecting plate fixedly installed at the upper and lower parts of the first standard main support structure and at the lower part of the first non-standard main support structure; the second standard template includes a second standard main support structure, and the second non-standard template includes a second non-standard main support structure, with a second connecting plate installed at the upper and lower parts of the second standard main support structure and at the lower part of the second non-standard main support structure; the third standard template includes a third standard main support structure, and the third non-standard template includes a third non-standard main support structure, with a third connecting plate installed at the upper and lower parts of the third standard main support structure and at the lower part of the third non-standard main support structure; the fourth standard template includes a fourth... The standard main support structure includes a fourth non-standard template, with a fourth connecting plate provided at the upper and lower parts of the fourth standard main support structure and at the lower part of the fourth non-standard main support structure; the fifth standard template includes a fifth standard main support structure, and the fifth non-standard template includes a fifth non-standard main support structure, with a fifth connecting plate provided at the upper and lower parts of the fifth standard main support structure and at the lower part of the fifth non-standard main support structure; the side template includes a sixth standard main support structure, with a sixth connecting plate fixedly provided at the upper and lower parts of the sixth standard main support structure; the first, second, third, fourth, fifth, and sixth standard main support structures have the same height.

[0007] Furthermore, several transverse reinforcing tubes are fixedly installed on the outer walls of the second, third, fourth, fifth, and sixth standard main support structures.

[0008] Furthermore, an auxiliary connector is provided on the upper part of the first non-standard main support structure, the second non-standard main support structure, the third non-standard main support structure, the fourth non-standard main support structure, and the fifth non-standard main support structure.

[0009] Furthermore, the auxiliary connector is a piece of wood.

[0010] Furthermore, the auxiliary connecting parts on the upper part of the first non-standard main support structure, the second non-standard main support structure, the third non-standard main support structure, the fourth non-standard main support structure, and the fifth non-standard main support structure are respectively: a first L-shaped connecting plate, a second connecting plate, a third connecting plate, a fourth connecting plate, and a fifth connecting plate.

[0011] Furthermore, the shear wall formwork assembly also includes a second internal corner template and a horizontal template. The second internal corner template includes a first trapezoidal template and a second trapezoidal template. The inclined surfaces of the first trapezoidal template and the second trapezoidal template are joined together to form the second internal corner template.

[0012] The beneficial effects of this utility model are as follows: The templates in the formwork assembly of this utility model are all made of composite materials, and they have many weight-reducing holes inside. The material is strong and easy to handle flexibly during construction. Furthermore, its high structural strength allows for repeated recycling, which helps reduce formwork costs. When the templates are horizontally assembled, the combination of pins and dowel plates allows for rapid assembly, thereby improving the efficiency of shear wall formwork. In actual processing, except for the side templates, all other templates are composed of standard and non-standard templates. Therefore, large-scale standardized production of standard templates can be carried out, thus improving template production efficiency. Non-standard templates are produced according to the actual needs of customers, thereby improving the flexibility of template production. When timber is placed on top of each non-standard template, nails can be used to directly fix the top plate, thus improving the efficiency of top plate formwork construction. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some preferred embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0014] Figure 1 This is a structural schematic diagram of the first internal corner template;

[0015] Figure 2 A schematic diagram of a second specific embodiment of the main support structure of the first standard;

[0016] Figure 3 A schematic diagram of a second specific embodiment of the first non-standard main support structure;

[0017] Figure 4 This is a structural diagram of the second template;

[0018] Figure 5 This is a structural diagram of the third template;

[0019] Figure 6 This is a structural diagram of the fourth template;

[0020] Figure 7 This is a structural diagram of the fifth template;

[0021] Figure 8 This is a structural schematic diagram of the side template;

[0022] Figure 9 A structural schematic diagram of the first specific embodiment of shear wall formwork;

[0023] Figure 10 A structural schematic diagram of a second specific embodiment of shear wall formwork;

[0024] Figure 11 This is a structural diagram of the main support structure of the first trapezoidal template;

[0025] Figure 12 for Figure 9 Enlarged view of point A in the middle;

[0026] Figure 13 for Figure 9 Enlarged view at point B in the middle;

[0027] In the diagram: 11 First standard internal corner template, 111 First standard main support structure, 1111 First reinforcing plate, 112 First L-shaped connecting plate, 12 First non-standard internal corner template, 121 First non-standard main support structure, 1211 Second reinforcing plate, 21 Second standard template, 211 Second standard main support structure, 22 Second non-standard template, 221 Second non-standard main support structure, 31 Third standard template, 311 Third standard main support structure, 312 Third connecting plate, 32 Third non-standard template, 321 Third non-standard main support structure, 41 Fourth standard template, 411 Fourth standard main support structure, 412 Fourth connecting plate. 42. Board, 42. Fourth non-standard template, 421. Fourth non-standard main support structure, 51. Fifth standard template, 511. Fifth standard main support structure, 512. Fifth connecting plate, 52. Fifth non-standard template, 521. Fifth non-standard main support structure, 6. Side template, 61. Sixth standard main support structure, 62. Sixth connecting plate, 7. Bolt and nut assembly, 81. Pin, 82. Pin, 91. First trapezoidal template, 911. Main support structure of the first trapezoidal template, 92. Second trapezoidal template, 93. Horizontal template, 101. Weight reduction hole, 102. First connecting through hole, 103. Second connecting through hole, 104. Horizontal reinforcing pipe, 105. Timber, 106. Top plate. Detailed Implementation

[0028] The following will describe specific embodiments and appendices. Figure 1-13 The technical solutions in the embodiments of this utility model are clearly and completely described below. Obviously, the described embodiments are only some preferred embodiments of this utility model, and not all embodiments. Those skilled in the art can make similar modifications without departing from the spirit of this utility model. Therefore, this utility model is not limited to the specific embodiments disclosed below.

[0029] This utility model provides a shear wall formwork assembly (such as...) Figure 1-8As shown), the formwork includes a first internal corner template, a second template, a third template, a fourth template, a fifth template, and a side template 6. The first internal corner template is used for formwork support at the internal corner of the shear wall; the second, third, fourth, and fifth templates are used for formwork support on the negative and positive side walls of the shear wall; the side templates are used for formwork support on the vertical end face of the shear wall. Adjacent templates can be connected by a combination of pins 82 and pin pieces 81. The connection between pins 82 and pin pieces 81 is convenient, thus greatly improving the efficiency of template assembly. Simultaneously, the pin pieces 81 always apply a tensile force to the pins 82 during use, ensuring a tight fit between the templates, significantly reducing grout leakage during pouring, and ensuring the stability of the entire template assembly. The main support structure of the first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template 6 are all equipped with long... The weight-reducing holes 101 distributed in the degree direction can greatly reduce the weight of the template, allowing for flexible movement of the template when it is used for formwork support. The cross-section of the main support structure of the first internal corner template is formed by cutting off a top corner of a rectangular frame. The cross-section of the main support structure of the second template is [shaped]. The cross-section of the main support structure of the third template is E-shaped. The cross-section of the main support structure of the fourth template is composed of a straight plate and two [shaped plates symmetrically distributed on both sides of the straight plate. The cross-section of the main support structure of the fifth template is composed of a straight plate and two E-shaped plates symmetrically distributed on both sides of the straight plate. The cross-section of the main support structure of the side template 6 is composed of a straight plate and three short straight plates vertically distributed on the straight plate. The first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template 6 are all composite material templates. In this specific embodiment, the first internal corner template, the second template, the third template, the fourth template, the fifth template and the side template 6 are composite material templates known in the prior art. The material of the existing composite material templates is generally a plastic template made of polypropylene resin (PP) as raw material, with the addition of long glass fibers and other auxiliary materials, and molded in one step by molding process.

[0030] Based on the above embodiments, in order to facilitate the mass production of the templates while meeting the varying requirements for formwork height, the specific implementations of the first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template 6 are as follows: The first internal corner template includes a first standard internal corner template 11 and a first non-standard internal corner template 12, with the first non-standard internal corner template 12 fixedly installed on the upper part of the first standard internal corner template 11 using bolt connections; the second template includes a second standard template 21 and a second non-standard template 22, with the second non-standard template 22 fixedly installed on the upper part of the second standard template 21 using bolt connections; the third template includes a third standard template 31. The third non-standard template 32 is fixedly installed on the upper part of the third standard template 31 by bolt connection; the fourth template includes a fourth standard template 41 and a fourth non-standard template 42, with the fourth non-standard template 42 fixedly installed on the upper part of the fourth standard template 41 by bolt connection; the fifth template includes a fifth standard template 51 and a fifth non-standard template 52, with the fifth non-standard template 52 fixedly installed on the upper part of the fifth standard template 51 by bolt connection. The height and width of the first standard corner template 11, the second standard template 21, the third standard template 31, the fourth standard template 41, and the fifth standard template 51 can be designed based on actual experience to maximize... To ensure versatility, the widths of the first non-standard internal corner template 12, the second non-standard template 22, the third non-standard template 32, the fourth non-standard template 42, and the fifth non-standard template 52 are the same as the widths of their corresponding standard templates, while their heights are customized according to actual formwork requirements. Furthermore, the first standard internal corner template 11 includes a first standard main support structure 111, and the first non-standard internal corner template 12 includes a first non-standard main support structure 121. The first standard main support structure 111 and the first non-standard main support structure 121 have the same structure, and their cross-sections are both formed by cutting off a top corner from a rectangular frame. The upper and lower parts of the first standard main support structure 111 and the first non-standard main support structure... A first L-shaped connecting plate 112 is fixedly installed at the lower part of each component 121. In practical applications, hot-melt welding technology is used to achieve a fixed connection between the first L-shaped connecting plate 112 and the corresponding component. The second standard template 21 includes a second standard main support structure 211, and the second non-standard template 22 includes a second non-standard main support structure 221. The second standard main support structure 211 and the second non-standard main support structure 221 have the same structure and the same cross-section. A second connecting plate 212 is provided at the upper and lower parts of the second standard main support structure 211 and at the lower part of the second non-standard main support structure 221. The second connecting plate 212 is fixedly connected to the corresponding component using hot-melt welding technology.The third standard template 31 includes a third standard main support structure 311, and the third non-standard template 32 includes a third non-standard main support structure 321. The third standard main support structure 311 and the third non-standard main support structure 321 have the same structure and the same E-shaped cross-section. A third connecting plate 312 is provided at the upper and lower parts of the third standard main support structure 311 and the lower part of the third non-standard main support structure 321. In actual application, the third connecting plate 312 is fixedly connected to the corresponding component using hot melt welding technology. The fourth standard template 41 includes a fourth standard main support structure 411, and the fourth non-standard template includes a fourth non-standard main support structure 421. The quasi-main support structure 411 and the fourth non-standard main support structure 421 have the same structure, and their cross-sections are both composed of a straight plate and two symmetrically distributed [-shaped plates] on both sides of the straight plate. A fourth connecting plate 412 is provided at the upper and lower parts of the fourth standard main support structure 411 and at the lower part of the fourth non-standard main support structure 421. In practical applications, the fourth connecting plate 412 uses hot-melt welding technology to achieve a fixed connection with the corresponding component. The fifth standard template 51 includes the fifth standard main support structure 511, and the fifth non-standard template 52 includes the fifth non-standard main support structure 521. The fifth standard main support structure 511 and the fifth non-standard main support structure 521 have the same structure. Furthermore, the cross-section is composed of a straight plate and two E-shaped plates symmetrically distributed on both sides of the straight plate; a fifth connecting plate 512 is provided at the upper and lower parts of the fifth standard main support structure 511 and at the lower part of the fifth non-standard main support structure 521. In actual application, the fifth connecting plate 512 is fixedly connected to the corresponding component using hot melt welding technology; the side template 6 includes a sixth standard main support structure 61, the cross-section of which is composed of a straight plate and three short straight plates vertically distributed on the straight plate; a sixth connecting plate 62 is fixedly provided at the upper and lower parts of the sixth standard main support structure 61, and the sixth connecting plate 62 is fixedly connected using hot melt welding technology. Fixed connection with corresponding components; Based on the above embodiments, in order to facilitate the fixed connection of the first L-shaped connecting plate 112, the second connecting plate 212, the third connecting plate 312, the fourth connecting plate 412, the fifth connecting plate 512 and the sixth connecting plate 62 with the corresponding components by means of bolt connection, therefore, a plurality of second connecting through holes 103 are provided on the first L-shaped connecting plate 112, the second connecting plate 212, the third connecting plate 312, the fourth connecting plate 412, the fifth connecting plate 512 and the sixth connecting plate 62. During the connection process, the bolt in the bolt and nut assembly 7 passes through two second connecting through holes 103, and then the nut is tightened to realize the fastening connection of the bolt and nut assembly 7.The first standard main support structure 111, the second standard main support structure 211, the third standard main support structure 311, the fourth standard main support structure 411, the fifth standard main support structure 511, and the sixth standard main support structure 61 have the same height. In practical applications, to facilitate the effective assembly of the first standard main support structure 111, the second standard main support structure 211, the third standard main support structure 311, the fourth standard main support structure 411, the fifth standard main support structure 511, and the sixth standard main support structure 61 with their corresponding standard main support structures using a combination of pins and pin pieces, the first standard main support structure 111, the second standard main support structure 211, the third standard main support structure 311... First connecting through holes 102 are provided on the corresponding splicing sidewalls of the fourth standard main support structure 411, the fifth standard main support structure 511, and the sixth standard main support structure 61. Similarly, to facilitate the effective splicing of the first non-standard main support structure 121, the second non-standard main support structure 221, the third non-standard main support structure 321, the fourth non-standard main support structure 421, and the fifth non-standard main support structure 521 with their corresponding non-standard main support structures using a combination of pins and pin pieces, first connecting through holes 102 are provided on the corresponding splicing sidewalls of the first non-standard main support structure 121, the second non-standard main support structure 221, the third non-standard main support structure 321, the fourth non-standard main support structure 421, and the fifth non-standard main support structure 521.

[0031] Based on the above embodiments, in order to improve the structural strength of the first standard main support structure 111 and the first non-standard main support structure 121, a first reinforcing plate 1111 and a second reinforcing plate 1211 are respectively fixedly installed inside the first standard main support structure 111 and the first non-standard main support structure 121. Furthermore, in order to improve the structural strength of the second standard main support structure 211, the third standard main support structure 311, the fourth standard main support structure 411, the fifth standard main support structure 511 and the sixth standard main support structure 61, a plurality of transverse reinforcing tubes 104 are fixedly installed on the outer walls of the second standard main support structure 211, the third standard main support structure 311, the fourth standard main support structure 411, the fifth standard main support structure 511 and the sixth standard main support structure 61.

[0032] Based on the above embodiments, an auxiliary connector is provided on the upper part of the first non-standard main support structure 121, the second non-standard main support structure 221, the third non-standard main support structure 321, the fourth non-standard main support structure 421 and the fifth non-standard main support structure 521. Specifically, the auxiliary connector can be a wooden block 105. In actual application, the top plate can be directly fixed to the corresponding wooden block 105 using nails, thereby realizing the quick setting of the top plate 106.

[0033] In some embodiments, the auxiliary connecting parts of the upper parts of the first non-standard main support structure 121, the second non-standard main support structure 221, the third non-standard main support structure 321, the fourth non-standard main support structure 421, and the fifth non-standard main support structure 521 are respectively: a first L-shaped connecting plate 112, a second connecting plate 212, a third connecting plate 312, a fourth connecting plate 412, and a fifth connecting plate 512. Further, it also includes a second internal corner template and a horizontal template 93. The second internal corner template includes a first trapezoidal template 91 and a second trapezoidal template 92. The inclined surfaces of the first trapezoidal template 91 and the second trapezoidal template 92 are joined together to form the second internal corner template. The corner template, the main support structure of the first trapezoidal template 91 and the second trapezoidal template 92 are the same. The cross-section of the main support structure 911 of the first trapezoidal template 91 is the same as the cross-section of the first standard main support structure 111 with the first reinforcing plate 111. At the same time, a corresponding L-shaped connecting plate is provided on the right-angle side of the first trapezoidal template 91 and the second trapezoidal template 92. The main support structure of the transverse template 93 is the same as the structure of the first standard internal corner template 11. At the same time, corresponding L-shaped connecting plates are also provided on both sides of the main support structure of the transverse template 93. Furthermore, the transverse length of the transverse template 93 is determined according to actual needs.

[0034] This utility model also provides a shear wall formwork construction method, including the shear wall formwork assembly in the above embodiment, and the construction method further includes the following steps:

[0035] S1. Template Selection: Based on the design structural dimensions of the shear wall to be poured, determine the specifications and quantities of the first internal corner template, second template, third template, fourth template, fifth template, and side templates; the first internal corner template is one, the side templates are two, and the quantities of the second, third, fourth, and fifth templates are determined based on their width, the structural dimensions of the first internal corner template, and the lengths of the wall surfaces on the inside and outside of the shear wall; set the assembly sequence of each template within the internal corner template and the assembly sequence of each template within the outside corner template; in this specific embodiment, the template arrangement sequence from back to front on the front side wall of the first internal corner template is set as follows: second template... The templates are arranged in the following order: 1. Template 2, 2. Template 3, 3. Template 4, and 5, with one template for each of these templates. 2. Template 5, 4. Template 6, and Template 7, with one template for each of these templates. 3. Template 8, 4. Template 9, and Template 10, with one template for each of these templates. 4. Template 10, 4. Template 11, and Template 12, 2. Template 13, and Template 14. 5. Template 11, 4. Template 12, and Template 13. 6. Template 13, 4. Template 14, and Template 15. 7. Template 11, 4. Template 12, and Template 13. 8. Template 13, 4. Template 14, and Template 15. 9. Template 14, 4. Template 15, and Template 16. 10. Template 11, 4. Template 14, and Template 15. 11. Template 12, 4. Template 13, and Template 15. 12. Template 13, 4. Template 14, and Template 15. 13. Template 14, 4. Template 15, and Template 16. 14. Template 15, 4. Template 16, and Template 17. 15. Template 16, 4. Template 17, and Template 18. 16. Template 17, 4. Template 18, and Template 19. 17. Template 18, 4. Template 18, and Template 19. 18. Template 19, 4. Template 18, and Template 19. 18. Template 19, 4. Template 19, and Template 19. 19. Template 12, 4. Template 19, and Template 19. 18. Template 19

[0036] S2. Assembly of the internal corner formwork: According to the design and construction drawings of the shear wall, the first internal corner formwork is fixedly set at the corresponding support position. After the first internal corner formwork is fixedly installed, the corresponding formwork is assembled on both sides of the first internal corner formwork in sequence according to the set assembly sequence of each formwork of the internal corner formwork. The adjacent formwork is stably spliced ​​from top to bottom by using pins 82 and pin pieces 81.

[0037] S3. Assembly of the external corner template; According to the set assembly order of each template of the external corner template, the corresponding templates are fixed in the corresponding positions in sequence, and the adjacent templates are stably spliced ​​by using pins 82 and pin pieces 81 from top to bottom.

[0038] S4. Assembly of side template 6: At the aligned end faces of the assembled internal corner template and external corner template, the side template 6 is installed by combining pins 82 and pin pieces 81 respectively.

[0039] Furthermore, during shear wall formwork erection, when the auxiliary connecting parts of the upper part of each corresponding template are timber 105, nails are used to fix several top plates 106 to the upper part of the timber 105; when the auxiliary connecting parts of the upper parts of the first non-standard main support structure 121, the second non-standard main support structure 221, the third non-standard main support structure 321, the fourth non-standard main support structure 421 and the fifth non-standard main support structure 521 are respectively: the first L-shaped connecting plate 112, the second connecting plate 212, the third connecting plate 312, the fourth connecting plate 412 and the fifth connecting plate 521. When connecting plate 512, a second internal corner template and a horizontal template 93 are installed on the upper part of the internal corner template. The second internal corner template includes a first trapezoidal template 91 and a second trapezoidal template 92. The inclined surfaces of the first trapezoidal template 91 and the second trapezoidal template 92 are joined together to form the second internal corner template. The second internal corner template is set above the first internal corner template by bolt connection. The two horizontal templates 93 are set on both sides of the second internal corner template and are flush with the upper plane of the second internal corner template. The horizontal length of the horizontal template 93 is determined according to actual needs.

[0040] In this utility model, "front", "rear", "up", "down", "left", and "right" are all relative positions used to facilitate the description of positional relationships, and therefore cannot be understood as absolute positions as a limitation on the scope of protection.

[0041] Except for the technical features described in the specification, all other technologies are known to those skilled in the art.

[0042] The preferred embodiments and examples of the present invention have been described in detail above with reference to the accompanying drawings. However, the present invention is not limited to the above embodiments and examples. For those skilled in the art, several improvements and modifications can be made without departing from the concept of the present invention, and these improvements and modifications should also be considered within the protection scope of the present invention.

Claims

1. A shear wall formwork assembly, characterized in that, The system includes a first internal corner template, a second template, a third template, a fourth template, a fifth template, and a side template. Adjacent templates can be joined using a combination of pins and tabs. Weight-reducing holes distributed along the length of the main support structure are provided on the main support structure of each template. The cross-section of the main support structure of the first internal corner template is formed by cutting off a corner of a rectangular frame. The cross-section of the main support structure of the second template is [shaped]. The cross-section of the main support structure of the third template is E-shaped. The cross-section of the main support structure of the fourth template consists of a single-sided plate and two [shaped plates symmetrically distributed on both sides of the single-sided plate. The cross-section of the main support structure of the fifth template consists of a single-sided plate and two E-shaped plates symmetrically distributed on both sides of the single-sided plate. The cross-section of the main support structure of the side template consists of a single-sided plate and three short single-sided plates vertically distributed on the single-sided plate. All templates—the first internal corner template, the second template, the third template, the fourth template, the fifth template, and the side template—are composite material templates.

2. The shear wall formwork assembly according to claim 1, characterized in that, The first internal corner template includes a first standard internal corner template and a first non-standard internal corner template, the first non-standard internal corner template being fixedly installed on the upper part of the first standard internal corner template by bolt connection; the second template includes a second standard template and a second non-standard template, the second non-standard template being fixedly installed on the upper part of the second standard template by bolt connection; the third template includes a third standard template and a third non-standard template, the third non-standard template being fixedly installed on the upper part of the third standard template by bolt connection; the fourth template includes a fourth standard template and a fourth non-standard template, the fourth non-standard template being fixedly installed on the upper part of the fourth standard template by bolt connection; the fifth template includes a fifth standard template and a fifth non-standard template, the fifth non-standard template being fixedly installed on the upper part of the fifth standard template by bolt connection.

3. The shear wall formwork assembly according to claim 2, characterized in that, The first standard internal corner template includes a first standard main support structure, and the first non-standard internal corner template includes a first non-standard main support structure. A first L-shaped connecting plate is fixedly installed at the upper and lower parts of the first standard main support structure and at the lower part of the first non-standard main support structure. The second standard template includes a second standard main support structure, and the second non-standard template includes a second non-standard main support structure. A second connecting plate is installed at the upper and lower parts of the second standard main support structure and at the lower part of the second non-standard main support structure. The third standard template includes a third standard main support structure, and the third non-standard template includes a third non-standard main support structure. A third connecting plate is installed at the upper and lower parts of the third standard main support structure and at the lower part of the third non-standard main support structure. The fourth standard template includes a fourth standard... The main support structure includes a fourth non-standard template, with a fourth connecting plate provided at the upper and lower parts of the fourth standard main support structure and at the lower part of the fourth non-standard main support structure; the fifth standard template includes a fifth standard main support structure, and the fifth non-standard template includes a fifth non-standard main support structure, with a fifth connecting plate provided at the upper and lower parts of the fifth standard main support structure and at the lower part of the fifth non-standard main support structure; the side template includes a sixth standard main support structure, with a sixth connecting plate fixedly provided at the upper and lower parts of the sixth standard main support structure; the first standard main support structure, the second standard main support structure, the third standard main support structure, the fourth standard main support structure, the fifth standard main support structure, and the sixth standard main support structure have the same height.

4. The shear wall formwork assembly according to claim 3, characterized in that, in Several transverse reinforcing tubes are fixedly installed on the outer walls of the second, third, fourth, fifth, and sixth standard main support structures.

5. The shear wall formwork assembly according to claim 4, characterized in that, in An auxiliary connector is provided on the upper part of the first, second, third, fourth, and fifth non-standard main support structures.

6. The shear wall formwork assembly according to claim 5, characterized in that, The auxiliary connector is a piece of wood.

7. The shear wall formwork assembly according to claim 5, characterized in that, The auxiliary connecting parts on the upper part of the first non-standard main support structure, the second non-standard main support structure, the third non-standard main support structure, the fourth non-standard main support structure and the fifth non-standard main support structure are respectively: the first L-shaped connecting plate, the second connecting plate, the third connecting plate, the fourth connecting plate and the fifth connecting plate.

8. The shear wall formwork assembly according to claim 7, characterized in that, The shear wall formwork assembly also includes a second internal corner template and a horizontal template. The second internal corner template includes a first trapezoidal template and a second trapezoidal template. The inclined surfaces of the first trapezoidal template and the second trapezoidal template are joined together to form the second internal corner template.

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