CN210917856U - Linear shear wall module and shear wall - Google Patents

Abstract

The utility model relates to a style of calligraphy shear force wall module, include first template, second template and connect the connecting piece between first template and second template. The first template and the second template are identical in structure and are arranged in parallel relatively. The first template comprises an inner template, a middle template and an outer template which are the same in size. The inner template and the outer template are symmetrically arranged relative to the middle template, and the top surface and one side surface of the middle template are respectively provided with a first protruding part and a second protruding part. The top of the inner template is provided with a plurality of inner bulges at intervals along the length direction. A plurality of outer bulges are arranged at intervals on the top of the outer template along the length direction, and a plurality of outer grooves matched with the outer bulges are formed in the bottom of the outer template. The height of the first protrusion is greater than the height of the inner protrusion and the outer protrusion. The utility model also provides a shear force wall.

Description

Linear shear wall module and shear wall

Technical Field

The utility model relates to a building material especially relates to a style of calligraphy shear force wall module and shear force wall.

Background

Shear walls are used primarily to bear the load of a house or a constructed house. The shear wall can be divided into a steel plate shear wall, a reinforced concrete shear wall, a reinforced block shear wall and the like, wherein the reinforced concrete shear wall is most commonly used. With the gradual upgrade of the national requirements for building energy conservation, an EPS shear wall appears, and the EPS shear wall is a composite wall body formed by pasting heat preservation plates with certain strength and thickness, such as EPS plates or extruded sheets, and the like on the outer wall surface and having heat preservation and insulation effects. The EPS shear wall has the advantages of heat preservation, sound insulation, high construction speed and the like. However, in the existing EPS shear wall, the connecting piece connecting the middle of the inner wall and the outer wall is easily broken, so that the interconnected formworks are easily expanded, and further the construction progress and the firmness of the wall are affected.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a style of calligraphy shear force wall module and shear force wall to current style of calligraphy shear force wall module, have the easy fracture of intermediate junction spare and lead to appearing bulging easily between interconnect's the module and then influence the problem of the fastness of construction progress and wall body, provide a style of calligraphy shear force wall module and shear force wall.

The utility model provides a style of calligraphy shear wall module, a style of calligraphy shear wall module includes first template, second template and connect in first template with the connecting piece between the second template:

the first template and the second template are identical in structure and are arranged in parallel relatively;

the first template comprises an inner template, a middle template and an outer template which are the same in size, and the inner template and the outer template are fixedly arranged on the inner side surface and the outer side surface of the middle template respectively;

the inner template and the outer template are symmetrically arranged relative to the middle template, the top surface and one side surface of the middle template are respectively provided with a first protruding part and a second protruding part, and the bottom surface and the other side surface of the middle template are respectively provided with a first groove matched with the first protruding part and a second groove matched with the second protruding part;

a plurality of inner bulges and a plurality of outer bulges are respectively arranged at intervals on the top of the inner template and the top of the outer template along the length direction of the first template, and a plurality of inner grooves matched with the inner bulges and a plurality of outer grooves matched with the outer bulges are respectively arranged on the bottom of the inner template and the bottom of the outer template;

the first protrusion has a height greater than the inner protrusion and the outer protrusion.

In one embodiment, the outer protrusion and the inner protrusion are arranged on two sides of the first protruding part in a facing or staggered manner.

In one embodiment, the outer protrusion and the inner protrusion are oppositely arranged and have the same height.

In one embodiment, the difference between the height of the first protrusion and the height of the inner protrusion is 3mm to 6 mm.

In one embodiment, the cross sections of the inner protrusions and the outer protrusions are in a trapezoid shape, and the widths of the inner protrusions and the outer protrusions are gradually increased along the direction perpendicular to the middle template and away from the middle template.

In one embodiment, the edge of the inner protrusion in the vertical direction and the edge of the outer protrusion in the vertical direction are both in a round corner structure.

In one embodiment, in a direction perpendicular to the middle mold plate, the thickness of the inner protrusions is smaller than that of the inner mold plate, and the thickness of the outer protrusions is smaller than that of the outer mold plate.

In one embodiment, the inner mold plate has a thickness less than a thickness of the outer mold plate.

In one embodiment, the thickness of the inner die plate is 13mm-17mm, and the thickness of the outer die plate is 23mm-27 mm.

In one embodiment, the outer die plate is provided with a mark part in the center of the surface far away from the middle die plate, a plurality of dovetail grooves are arranged on the surfaces of two sides of the mark part at intervals, and the opening edges and the inner edges of the dovetail grooves are in a round corner structure.

In one embodiment, a plurality of dovetail grooves are arranged on the surface of the inner template far away from the middle template at intervals, and the opening edges and the inner edges of the dovetail grooves are in a round corner structure.

In one embodiment, the second protrusion is flared in cross section, and the second groove is matched with the second protrusion.

In one embodiment, the connecting member includes a first connecting member and a second connecting member, the length of the first connecting member is greater than the length of the second connecting member in the vertical direction, and the upper surface of the first connecting member and the upper surface of the second connecting member are located on the same horizontal plane or the lower surface of the first connecting member and the lower surface of the second connecting member are located on the same horizontal plane.

In one embodiment, the length of the first connecting piece is 2 times the length of the second connecting piece.

In one embodiment, the upper surface of the first connecting piece and the upper surface of the second connecting piece are located on the same horizontal plane, a plurality of accommodating grooves are formed in the upper surfaces of the first connecting piece and the second connecting piece, and reinforcing steel bars are placed in the accommodating grooves.

In one embodiment, protruding strips protruding upwards are arranged on the upper surface of the first connecting piece and the upper surface of the second connecting piece at intervals, and the accommodating groove for accommodating a steel bar is formed between every two adjacent protruding strips.

A shear wall comprises a plurality of linear shear wall modules, wherein the linear shear wall modules are spliced to form a shear wall whole body.

The technical scheme in the embodiment at least has the following technical effects:

according to the I-shaped shear wall module, when two I-shaped shear wall modules are longitudinally spliced, the first protruding portion, the inner protrusion and the outer protrusion on the top surface of one shear wall module located below are matched with the first groove, the inner groove and the outer groove on the bottom surface of the other shear wall module located above, the height of the first protruding portion is larger than that of the inner protrusion and that of the outer protrusion, so that internal concrete is effectively prevented from gushing out from a gap between the two mutually spliced shear wall modules, the fracture of a connecting piece is effectively avoided, the bulging between the two mutually spliced shear wall modules is avoided, the construction progress is improved, and the firmness of a wall body is enhanced.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification.

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

Fig. 1 is a schematic structural diagram of a horizontal shear wall module according to an embodiment of the present invention;

FIG. 2 is a schematic structural view of the I-shaped shear wall module of FIG. 1 after being rotated 180 degrees;

fig. 3 is a top view of a horizontal shear wall module according to an embodiment of the present invention;

fig. 4 is a schematic structural diagram of a straight shear wall module according to another embodiment of the present invention;

FIG. 5 is a schematic view of the shear wall module of FIG. 4 after being rotated 180 degrees;

fig. 6 is a top view of a horizontal shear wall module according to another embodiment of the present invention.

Reference numerals:

100-I-shaped shear wall module

110-first template

111-inner template

1111-inner bulge

1112-inner groove

1113 second dovetail groove

112-middle template

1121-first projection

1122-second projection

113-external form

1131-outer projection

1132-outer groove

1133-marking part

1134-first dovetail groove

114-first recess

115-second groove

120-second template

130-connecting piece

131-first connecting member

132-second connecting piece

133-accommodation groove

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. The following description of the embodiments is merely exemplary in nature and is in no way intended to limit the invention, its application, or uses.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. In contrast, when an element is referred to as being "directly on" another element, there are no intervening elements present. In contrast, when an element is referred to as being "directly connected" to another element, there are no intervening elements present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.

In the description of the present invention, it is to be understood that the terms "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, are not to be construed as limiting the present invention.

The technical solution of the present invention will be explained in more detail with reference to fig. 1 to 6.

Referring to fig. 1 to 3, in an embodiment of the present invention, a horizontal shear wall module is provided, the horizontal shear wall module 100 includes a first formwork 110, a second formwork 120, and a connecting member 130 connected between the first formwork 110 and the second formwork 120, as shown in fig. 1. Optionally, the material of the first template 110, the second template 120 and the connecting member 130 is styrofoam. Alternatively, the first mold plate 110, the second mold plate 120, and the connecting member 130 are all integrally formed by a mold box. The first template 110 and the second template 120 have the same structure and are arranged in parallel. The first template 110 includes an inner template 111, a middle template 112 and an outer template 113, which are the same in size, and the inner template 111 and the outer template 113 are respectively and fixedly disposed on an inner side surface and an outer side surface of the middle template 112. As shown in fig. 1, the inner mold plate 111 and the outer mold plate 113 are symmetrically disposed with respect to the middle mold plate 112, and a first protrusion 1121 and a second protrusion 1122 are respectively disposed on a top surface and one side surface of the middle mold plate 112, as shown in fig. 1. The bottom surface of the middle mold plate 112 has a first groove 114 adapted to the first protrusion 1121, and the height of the first protrusion 1121 is the same as the depth of the first groove 114, as shown in fig. 1 and 2. The other side of the middle mold plate 112 has a second groove 115 fitting the second protrusion 1122, and the width of the second protrusion 1122 is the same as the depth of the second groove 115, as shown in fig. 2. The top of the inner template 111 is provided with a plurality of inner protrusions 1111 at intervals along the length direction, and the bottom of the inner template 111 is provided with a plurality of inner grooves 1112 matched with the inner protrusions 1111. A plurality of outer protrusions 1131 are arranged at intervals on the top of the outer template 113 along the length direction, and a plurality of outer grooves 1132 matched with the outer protrusions 1131 are formed in the bottom of the outer template 113. The height of first protrusion 1121 is greater than the height of inner protrusion 1111 and the height of first protrusion 1121 is greater than the height of outer protrusion 1131.

In the actual construction process, a plurality of the linear shear wall modules 100 are assembled (left-right and up-down inserted) into a form-disassembly-free wall body, and concrete is poured into the wall body to form the wall body with certain strength, rigidity and heat preservation performance. When two I-shaped shear wall modules 100 are longitudinally spliced, the first protrusion 1121 on the top surface of one I-shaped shear wall module 100 is matched with the first groove 114 on the bottom surface of the other shear wall module 100, the inner protrusions 1111 on the top surface of one shear wall module 100 are matched with the inner grooves 1112 on the bottom surface of the other shear wall module 100, the outer protrusion 1131 on the top surface of one shear wall module 100 is matched with the outer groove 1132 on the bottom surface of the other shear wall module 100, the height of the first protrusion 1121 is greater than that of the inner protrusion 1111, and the height of the first protrusion 1121 is greater than that of the outer protrusion 1131, so that concrete between the first template 110 and the second template 120 is effectively prevented from flowing out from a gap between the two shear wall modules 100 spliced with each other, the loss of moisture in the concrete is avoided, and the normal proportion of moisture in the concrete is ensured, thereby ensuring the strength of the wall body after the concrete is solidified. In addition, after the loss of the water in the concrete is avoided, the water in the concrete plays a role in curing the concrete, so that the concrete just poured can be kept normal or hardened at an accelerated speed, and the strength of the wall body is enhanced. In addition, the moisture in the concrete is prevented from flowing out from the gap between the two shear wall modules 100 which are spliced with each other, the neatness of the wall body can be ensured, and the wall body is more attractive. The fracture of connecting piece 130 has been avoided effectively, has avoided appearing bulging between two shear force wall modules 100 of splicing each other, has improved the construction progress, and convenient transportation has strengthened the fastness of wall body.

Alternatively, the outer protrusion 1131 and the inner protrusion 1111 are disposed opposite to or staggered from each other on two sides of the first protrusion 1121. The splicing and positioning integration is realized, the special positioning step is omitted, the splicing of the two adjacent straight-line-shaped shear wall modules 100 is firmer up and down, and the separation phenomenon between the modules is prevented when concrete is poured.

Optionally, the outer protrusion 1131 is opposite to the inner protrusion 1111 and the height of the two is the same, which facilitates demoulding. Optionally, the heights of the outer protrusions 1131 and the inner protrusions 1111 are 14mm, the distance between two adjacent outer protrusions 1131 is 60mm, the outer protrusions 1131 are densely arranged, and the contact area is large when one linear shear wall module 100 is longitudinally spliced with another linear shear wall module 100. Optionally, the difference between the height of the first protrusion 1121 and the height of the inner protrusion 1111 is 3mm-6mm, so that the inner concrete is effectively prevented from flowing out along the gap between the upper and lower linear shear wall modules 100, the fracture of the connecting member 130 is effectively avoided, the bulging between the two linear shear wall modules 100 spliced with each other is avoided, the construction progress is improved, and the firmness of the wall body is enhanced.

Referring to fig. 1 and 3, alternatively, the cross-sections of the inner protrusion 1111 and the outer protrusion 1131 are in a trapezoid shape, and the widths of the inner protrusion 1111 and the outer protrusion 1131 are gradually increased along a direction perpendicular to the middle template 112 and away from the middle template 112. Optionally, the interval between two adjacent inner protrusions 1111 is 60mm, and the interval between two adjacent outer protrusions 1131 is 60 mm. The bottom of the inner template 111 is provided with a plurality of inner grooves 1112 matched with the inner protrusions 1111 and also in a trapezoidal shape. The outer grooves 1132 formed at intervals on the bottom of the outer mold plate 113 are also trapezoidal. The first protrusion 1121 of the top surface of one shear wall module is matched with the first groove 114 of the bottom surface of another shear wall module 100, the inner protrusions 1111 of the top surface of one shear wall module are matched with the inner grooves 1112 of the bottom surface of another shear wall module 100, the outer protrusion 1131 of the top surface of one shear wall module is matched with the outer groove 1132 of the bottom surface of another shear wall module 100, and the upper and lower linear shear wall modules 100 have higher connection strength and rigidity when being plugged, so that the problem that the upper and lower modules are separated when concrete is poured, so that the concrete flows into a gap to break the connecting member 130 due to overlarge impact force on the two surfaces can be effectively prevented. Optionally, the vertical edges of the inner protrusion 1111 and the vertical edges of the outer protrusion 1131 are rounded. The damage of the I-shaped shear wall module 100 due to collision of sharp corners in the transportation process is avoided.

Optionally, in a direction perpendicular to the middle formwork 112, the thickness of the inner protrusion 1111 is smaller than that of the inner formwork 111, the thickness of the outer protrusion 1131 is smaller than that of the outer formwork 113, and the upper and lower straight-line shear wall modules 100 have higher connection strength and rigidity when being plugged.

Optionally, the thickness of the inner template 111 is smaller than the thickness of the outer template 113. Optionally, the thickness of the inner template 111 is 13mm-17mm, and the thickness of the outer template 113 is 23mm-27 mm. The thicknesses of the inner formwork 111 and the outer formwork 113 are different, so that the impact of concrete on the modules during concrete pouring is reduced, and the fracture of the connecting piece 130 is effectively prevented. For example, the thickness of the inner form 111 is 15mm, the thickness of the outer form 113 is 25mm, and the thickness of the middle form 112 is 10 mm.

Alternatively, as shown in fig. 1 and 2, the outer mold plate 113 has an identification part 1133 away from the center of the surface of the middle mold plate 112, and the identification part 1133 is formed by filling a dovetail groove in the middle of the outer mold plate 113 so as to indicate a product number, a company name, a telephone, and the like. The surfaces of the two sides of the mark portion 1133 are provided with a plurality of first dovetail grooves 1134 at intervals, and are tapered, that is, narrow at the top and wide at the bottom, so as to facilitate demolding in a workshop. The first dovetail groove 1134 has a rounded corner structure at the opening edge and the inner edge. Alternatively, the interval between two adjacent first dovetail grooves 1134 is 30 mm. Due to the existence of the first dovetail groove 1134, the anti-crack mortar applied to the outside has a reliable mechanical engagement effect with the surface, and the anti-crack mortar applied to the outside is effectively prevented from falling off. Optionally, a plurality of second dovetail grooves 1113 are arranged on the surface of the inner mold plate 111 away from the middle mold plate 112 at intervals, and the opening edge and the inner edge of the second dovetail grooves 1113 are in a round structure. Due to the second dovetail groove 1113, the concrete poured inside has a reliable mechanical engagement effect with the surface, and the concrete and the EPS can work cooperatively. The second dovetail groove 1113 with the round angle is used, so that the binding force of anti-crack mortar or concrete and EPS is improved, the module cannot be damaged due to collision of sharp corners in the transportation process, and meanwhile, the demolding is facilitated, and the binding force is improved.

Optionally, as shown in fig. 2, the inner formwork 111 and the outer formwork 113 are used as heat insulation layers and are respectively and fixedly arranged on the inner side surface and the outer side surface of the middle formwork 112, the length of the middle formwork 112 is the same as that of the inner formwork 111 and the outer formwork 113, a part of the left end surface of the middle formwork 112 is 15mm outside the inner formwork 111 and the outer formwork 113, the second protrusion 1122 at the end is in a horn shape, and the second groove 115 corresponding to the second protrusion is also in a horn shape on the right side, so that two adjacent linear shear wall modules 100 are inserted from left to right to form a wall body, and the connection is firmer.

Optionally, referring to fig. 1 and fig. 2, the connecting member 130 includes a first connecting member 131 and a second connecting member 132, a length of the first connecting member 131 in a vertical direction is greater than a length of the second connecting member 132, and an upper surface of the first connecting member 131 and an upper surface of the second connecting member 132 are located on the same horizontal plane or a lower surface of the first connecting member 131 and a lower surface of the second connecting member 132 are located on the same horizontal plane. Optionally, the length of the first connecting member 131 is 2 times the length of the second connecting member 132. Along the length direction of the linear shear wall module 100, the first connecting members 131 and the second connecting members 132 are arranged in a staggered manner, so that the strength can be ensured, meanwhile, the waste of materials is effectively avoided, the requirements on the uniformity and the economy of the module are met, and the first connecting members 131 and the second connecting members 132 are chamfered at sharp corners so as to facilitate demolding. The first connecting pieces 131 and the second connecting pieces 132 are arranged in a staggered mode, so that the middle through portion of the module is effectively reinforced, compared with the existing market module, the through portion is changed from a snake-shaped through portion to a pull beam-type direct through portion, and the stress is direct. Meanwhile, the arrangement of the first connecting piece 131 and the second connecting piece 132 can improve the transportation efficiency by about 15-20%.

Optionally, the upper surface of the first connecting member 131 and the upper surface of the second connecting member 132 are located on the same horizontal plane, a plurality of accommodating grooves 133 are formed in the upper surfaces of the first connecting member 131 and the second connecting member 132, and reinforcing steel bars are placed in the accommodating grooves 133. Optionally, convex strips protruding upwards are arranged on the upper surface of the first connecting piece 131 and the upper surface of the second connecting piece 132 at intervals, and the accommodating groove 133 for accommodating a steel bar is formed between two adjacent convex strips. Optionally, the surfaces of the first connecting member 131 and the second connecting member 132 have three receiving grooves 133, and one steel bar may be placed in the middle, two steel bars may be placed on two sides, and three steel bars may be placed as required. The protruding strips do not weaken the cross-sections of the first and second connecting members 131 and 132, and do not form defects on the upper surfaces of the first and second connecting members 131 and 132, thereby further preventing the breakage of the connecting member 130, and facilitating the operation of workers without the hands from being too deep into the module when binding the reinforcing bars. The existence of the connecting piece 130 enables the concrete shear wall to form a vertical joint, after concrete is poured, the connecting piece 130 only has EPS without concrete, and as the elasticity modulus of the EPS is far greater than that of the concrete, the EPS is equivalent to a linear shear wall module which is formed in the concrete shear wall and is provided with a vertical joint, the EPS shear wall module has better integrity in an elasticity range, has smaller rigidity reduction and has good shearing bearing capacity with a common shear wall.

As shown in fig. 4 to 6, another embodiment of the present invention provides a line-shaped shear wall module 100, which has the same structure as the line-shaped shear wall module 100 provided in the above embodiment, except that the length of the line-shaped shear wall module 100 in this embodiment is larger, for example, the length of the line-shaped shear wall module 100 in this embodiment is 3 times the length of the line-shaped shear wall module 100 in the above embodiment. Of course, the length of the in-line shear wall module 100 in this embodiment may also be 2 times, 4 times, 5 times, etc. the length of the in-line shear wall module 100 in the above embodiments.

The utility model discloses an in the embodiment still provide a shear force wall, including a plurality of as in above-mentioned technical scheme a style of calligraphy shear force wall module 100, a plurality of style of calligraphy shear force wall module 100 concatenation forms the shear force wall wholly. In the actual construction process, a plurality of the linear shear wall modules 100 are assembled (left-right and up-down inserted) into a form-disassembly-free wall body, and concrete is poured into the wall body to form the wall body with certain strength, rigidity and heat preservation performance.

According to the I-shaped shear wall module, when one I-shaped shear wall module is longitudinally spliced with the other I-shaped shear wall module, the first protruding part, the inner protrusion and the outer protrusion on the top surface of one I-shaped shear wall module are respectively matched with the first groove, the inner groove and the outer groove on the bottom surface of the other I-shaped shear wall module, the height of the first protruding part is larger than that of the inner protrusion, the height of the first protruding part is larger than that of the outer protrusion, internal concrete is effectively prevented from flowing out from a gap between the two mutually spliced shear wall modules, the fracture of a connecting piece is effectively avoided, bulging between the two mutually spliced shear wall modules is avoided, the construction progress is improved, and the firmness of a wall body is enhanced.

The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.

The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.

Claims (17)

1. A straight shear wall module is characterized in that,

the I-shaped shear wall module (100) comprises a first template (110), a second template (120) and a connecting piece (130) connected between the first template (110) and the second template (120):

the first template (110) and the second template (120) have the same structure and are arranged in parallel relatively;

the first template (110) comprises an inner template (111), a middle template (112) and an outer template (113) which are the same in size, and the inner template (111) and the outer template (113) are fixedly arranged on the inner side surface and the outer side surface of the middle template (112) respectively;

the inner template (111) and the outer template (113) are symmetrically arranged relative to the middle template (112), a first protrusion (1121) and a second protrusion (1122) are respectively arranged on the top surface and one side surface of the middle template (112), and a first groove (114) matched with the first protrusion (1121) and a second groove (115) matched with the second protrusion (1122) are respectively arranged on the bottom surface and the other side surface of the middle template (112);

along the length direction of the first template (110), a plurality of inner protrusions (1111) and a plurality of outer protrusions (1131) are respectively arranged at intervals on the top of the inner template (111) and the top of the outer template (113), and a plurality of inner grooves (1112) matched with the inner protrusions (1111) and a plurality of outer grooves (1132) matched with the outer protrusions (1131) are respectively formed in the bottom of the inner template (111) and the bottom of the outer template (113);

the height of the first protrusion (1121) is greater than the heights of the inner protrusion (1111) and the outer protrusion (1131).

2. The inline shear wall module of claim 1, wherein the outer protrusion (1131) is disposed opposite or offset from the inner protrusion (1111) on both sides of the first protrusion (1121).

3. The inline shear wall module of claim 2, wherein the outer protrusion (1131) is directly opposite the inner protrusion (1111) and both are at the same height.

4. The inline shear wall module of claim 3, wherein the difference between the height of the first protrusion (1121) and the height of the inner protrusion (1111) is 3-6 mm.

5. The inline shear wall module of claim 1, wherein the inner protrusion (1111) and the outer protrusion (1131) are each trapezoidal in cross-section, with the widths of the inner protrusion (1111) and the outer protrusion (1131) gradually increasing away from the middle formwork (112) in a direction perpendicular to the middle formwork (112).

6. The inline shear wall module of claim 5, wherein the vertical edges of the inner protrusion (1111) and the vertical edges of the outer protrusion (1131) are rounded.

7. The inline shear wall module of claim 5, wherein, in a direction perpendicular to the middle form (112), the thickness of the inner protrusion (1111) is less than the thickness of the inner form (111), and the thickness of the outer protrusion (1131) is less than the thickness of the outer form (113).

8. The inline shear wall module of claim 1, wherein the thickness of the inner formwork (111) is less than the thickness of the outer formwork (113).

9. The inline shear wall module of claim 8, wherein the thickness of the inner formwork (111) is 13-17 mm and the thickness of the outer formwork (113) is 23-27 mm.

10. The I-shaped shear wall module according to claim 1, wherein the outer formwork (113) is provided with a mark part (1133) at the center of the surface away from the middle formwork (112), a plurality of first dovetail grooves (1134) are arranged at two sides of the mark part (1133) at intervals, and the opening edges and the inner edges of the first dovetail grooves (1134) are in a round corner structure.

11. The I-shaped shear wall module according to claim 1, wherein a plurality of second dovetail grooves (1113) are arranged on the surface of the inner template (111) far away from the middle template (112) at intervals, and the opening edges and the inner edges of the second dovetail grooves (1113) are in a round corner structure.

12. The in-line shear wall module of claim 1, wherein the second protrusion (1122) is flared in cross-section, and the second groove (115) is adapted to the second protrusion (1122).

13. The inline shear wall module according to claim 1, wherein the connecting member (130) comprises a first connecting member (131) and a second connecting member (132), the length of the first connecting member (131) in the vertical direction is greater than the length of the second connecting member (132), the upper surface of the first connecting member (131) is located on the same horizontal plane as the upper surface of the second connecting member (132) or the lower surface of the first connecting member (131) is located on the same horizontal plane as the lower surface of the second connecting member (132).

14. The inline shear wall module of claim 13, wherein the length of the first connector (131) is 2 times the length of the second connector (132).

15. The in-line shear wall module of claim 13, wherein the upper surface of the first connecting member (131) and the upper surface of the second connecting member (132) are located on the same horizontal plane, and each of the upper surface of the first connecting member (131) and the upper surface of the second connecting member (132) is provided with a plurality of receiving grooves (133), and reinforcing steel bars are placed in the receiving grooves (133).

16. The in-line shear wall module of claim 15, wherein the upper surface of the first connecting member (131) and the upper surface of the second connecting member (132) are provided with upwardly protruding ribs at intervals, and the receiving groove (133) for placing the reinforcing steel bar is formed between two adjacent ribs.

17. A shear wall comprising a plurality of in-line shear wall modules (100) according to any one of claims 1 to 16, wherein the plurality of in-line shear wall modules (100) are spliced to form a shear wall assembly.

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