Anchoring anti-shearing mechanism and anchoring device

Abstract

The utility model provides an anchoring anti-shearing mechanism and an anchoring device. The anchoring anti-shearing mechanism comprises a steel embedded plate, a steel anchoring assembly and a steel anti-shearing assembly. The steel embedded plate is used for being fixedly connected with a building main body structure; the steel anchoring assembly comprises an anchoring steel bar and a steel anchoring end plate, one end of the anchoring steel bar is connected with the steel embedded plate in a welded mode, the other end of the anchoring steel bar is fixedly connected with the steel anchoring end plate, and the cross section area of the steel anchoring end plate is larger than that of the anchoring steel bar. The anchoring steel bars and the steel anchoring end plates are jointly used for anchoring the steel embedded plates; the anti-shearing assembly comprises a steel anti-shearing piece and a steel reinforcing piece, the steel anti-shearing piece is of a cross-shaped structure, the steel reinforcing piece is of a cylindrical structure, the steel reinforcing piece is arranged in the center of the steel anti-shearing piece, the steel anti-shearing piece is fixedly connected with the steel reinforcing piece, and the steel anti-shearing piece and the steel reinforcing piece are both connected with the steel embedded plate in a welded mode. The anchoring anti-shearing mechanism has the high tensile capacity and the high anti-shearing capacity.

Description

TECHNICAL FIELD

[0001] The present disclosure belongs to the field of construction, and particularly relates to an anchoring shear-resistant mechanism and an anchoring device. BACKGROUND

[0002] Compared with the traditional reinforced concrete structure, the steel structure building has the advantages of high strength, light weight, good seismic performance, high industrialization degree, short construction period, strong plasticity, energy saving and environmental protection, and the like, and is basically partially or completely used to replace the reinforced concrete structure in large public buildings or infrastructures.

[0003] Although the steel structure is superior to the reinforced concrete structure in terms of strength, seismic capacity and the like, the steel structure building has a more complex load transmission mode of each load-bearing member than the reinforced concrete structure building because the steel structure has a relatively complex shape and greater elastic deformation, and not only bears tension but also bears considerable shear.

[0004] The prior art such as patent CN213926757U discloses a tension and shear resisting embedded part, comprising an anchor plate and anchor bars fixed on the back of the anchor plate, the anchor plate is made of steel plate, a plurality of anchor bars are arranged on the back of the anchor plate at intervals, the anchor bars are perpendicular to the steel plate and are fixedly connected to the anchor plate at one end; the back of the anchor plate is also fixedly provided with a shear key made of profile steel, the extension direction of the shear key is perpendicular to the plate surface of the anchor plate; a plurality of pull-out anchors are arranged on the shear key at intervals along the extension direction of the shear key, and the axis of the pull-out anchor is perpendicular to the extension direction of the shear key. Through the above technical scheme, the shear key is arranged on the basis of the original anchor plate and anchor bar, and the pull-out anchor is fixed on the shear key, the shear key is used to resist shear, and the pull-out anchor in the concrete is used to resist tension.

[0005] However, under the special circumstances of an earthquake or other external loads, the shear force borne by the shear key increases rapidly, the shear force borne by the center of the shear key is the largest, the cross-sectional area of the center of the shear key is smaller than that of other regions, the shear resistance of the center of the shear key is poor, and when the shear force borne is too large, the shear key is damaged, the shear resistance of the shear key is lost, and the safety of the main structure of the building is greatly reduced; meanwhile, although the tension and shear resisting embedded part improves the tension resistance by arranging a plurality of pull-out anchors on the shear key, the anchor bar is the main component of the tension and shear resisting embedded part for resisting tension, the anchor bar mainly resists tension through chemical cementation and friction between the anchor bar and the concrete, but the chemical cementation and friction between the anchor bar and the concrete gradually decreases after long-term use of the building or in an earthquake-prone area, and the tension resistance of the tension and shear resisting embedded part gradually decreases, further reducing the safety of the building. CONTENT OF THE UTILITY MODEL

[0006] The purpose of the present disclosure is to overcome the deficiencies in the prior art and provide an anchoring shear mechanism and anchoring device that can improve the shear capacity of the building main structure and the tensile capacity of the building main structure.

[0007] The purpose of the present disclosure is achieved by the following technical solutions:

[0008] An anchoring shear mechanism comprises:

[0009] A steel embedded plate for fixed connection with a building main structure;

[0010] The anchoring shear mechanism further comprises:

[0011] A steel anchoring assembly comprising an anchoring steel bar and a steel anchoring end plate, one end of the anchoring steel bar being welded to the steel embedded plate, the other end of the anchoring steel bar being fixedly connected to the steel anchoring end plate, the cross-sectional area of the steel anchoring end plate being greater than the cross-sectional area of the anchoring steel bar, the anchoring steel bar and the steel anchoring end plate being used together to anchor the steel embedded plate; and

[0012] A steel shear assembly comprising a steel shear member and a steel reinforcing member, the steel shear member being in a cross-shaped structure, the steel reinforcing member being in a cylindrical structure, the steel reinforcing member being arranged at the center of the steel shear member, the steel shear member being fixedly connected to the steel reinforcing member, the steel shear member and the steel reinforcing member being welded to the steel embedded plate.

[0013] In one embodiment, the steel embedded plate is provided with an anchoring through hole and a shear through hole, the shear through hole being arranged at the center of the steel embedded plate, the anchoring through holes being arranged around the shear through hole, the anchoring steel bar being arranged in the anchoring through hole, and the steel shear member and the steel reinforcing member being arranged in the anchoring through hole.

[0014] In one embodiment, the number of anchoring through holes is multiple, the multiple anchoring through holes being uniformly distributed along the shear through hole, and adjacent anchoring through holes being arranged on the steel embedded plate at a certain distance.

[0015] In one embodiment, the distance between the center points of adjacent anchoring through holes is 150 mm, and the diameter of the anchoring through hole is 22 mm.

[0016] In one embodiment, the number of anchoring steel bars is multiple, and each anchoring steel bar is arranged in one-to-one correspondence in each anchoring through hole.

[0017] In one of the embodiments, the number of the steel anchoring end plates is multiple, and the adjacent steel anchoring end plates are arranged at a certain interval, and each of the steel anchoring end plates is connected to each of the anchoring steel bars one by one.

[0018] In one of the embodiments, the steel shear member includes a steel outer anchoring end and a steel shear member body, the steel outer anchoring end is arranged at the outer edge of the steel shear member body, the steel outer anchoring end is fixedly connected to the steel shear member body, the steel outer anchoring end and the steel shear member body are arranged in the shear through hole, and the steel outer anchoring end and the steel shear member body are welded to the steel embedded plate.

[0019] In one of the embodiments, the number of the outer anchoring ends is multiple, and the multiple steel outer anchoring ends are uniformly arranged at the outer edge of the steel shear member body.

[0020] In one of the embodiments, the anchoring and shearing mechanism is a central symmetric structure; and / or,

[0021] The anchoring and shearing mechanism is arranged in the concrete.

[0022] An anchoring device includes the anchoring and shearing mechanism of any of the above embodiments.

[0023] Compared with the prior art, the present disclosure has at least the following advantages:

[0024] 1. The anchoring and shearing mechanism described above, since the steel embedded plate is used for fixedly connecting to the building main structure, the steel anchoring assembly includes anchoring steel bars and steel anchoring end plates, one end of the anchoring steel bars is welded to the steel embedded plate, the other end of the anchoring steel bars is fixedly connected to the steel anchoring end plates, the cross-sectional area of the steel anchoring end plates is larger than that of the anchoring steel bars, the anchoring steel bars and the steel anchoring end plates are used together to anchor the steel embedded plate, so that when the anchoring steel bars resist the pulling force by the chemical cementation and friction between the anchoring steel bars and the concrete, the concrete around the anchoring steel bars can hinder the movement of the steel anchoring end plates in the pulling direction, so that the steel anchoring end plates can exert a force on the anchoring steel bars in the opposite direction of the pulling force, thereby greatly improving the tensile strength of the anchoring and shearing mechanism and greatly improving the safety of the building main structure.

[0025] 2. Since the steel shear-resistant assembly includes steel shear-resistant components and steel reinforcing components, the steel shear-resistant components have a cross-shaped structure, and the steel reinforcing components have a cylindrical structure. The steel reinforcing components are located at the center of the steel shear-resistant components, and the steel shear-resistant components and steel reinforcing components are fixedly connected. Both the steel shear-resistant components and steel reinforcing components are welded to steel embedded plates. This ensures that when the main building structure is subjected to earthquakes or other special conditions, the shear force on the steel shear-resistant components increases rapidly. The shear force at the center of the steel shear-resistant components is the greatest, and the steel reinforcing components can increase the cross-sectional area at the center of the steel shear-resistant components, thereby improving the shear resistance at the center of the steel shear-resistant components. This greatly improves the shear resistance of the anchored shear-resistant mechanism and further enhances the safety of the main building structure. Attached Figure Description

[0026] To more clearly illustrate the technical solutions of the embodiments of this disclosure, the accompanying drawings used in the embodiments will be briefly described below. It should be understood that the following drawings only show some embodiments of this disclosure and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained based on these drawings without creative effort.

[0027] Figure 1 This is a schematic diagram of the structure of an anchoring shear-resistant mechanism according to one embodiment;

[0028] Figure 2 for Figure 1 A partial structural schematic diagram of the anchoring shear-resistant mechanism shown;

[0029] Figure 3 for Figure 1 The diagram shows the internal structure of the anchoring shear resistance mechanism.

[0030] Figure 4 for Figure 1 A partial structural schematic diagram of the anchoring device shown;

[0031] Figure 5 for Figure 1 Another partial structural schematic diagram of the anchoring device shown. Detailed Implementation

[0032] To facilitate understanding of this disclosure, a more complete description will be given below with reference to the accompanying drawings, which illustrate preferred embodiments of the present disclosure. However, this disclosure can be implemented in many different forms and is not limited to the embodiments described herein. Rather, these embodiments are provided to provide a more thorough and complete understanding of the disclosure.

[0033] It should be noted that when an element is referred to as being "fixed to" another element, it can be directly attached to the other element or there may be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or there may be an intervening element. The terms "vertical," "horizontal," "left," "right," and similar expressions used herein are for illustrative purposes only and do not represent the only possible implementation.

[0034] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this disclosure belongs. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of this disclosure. The term "and / or" as used herein includes any and all combinations of one or more of the associated listed items.

[0035] like Figure 1 and Figure 5 As shown, in one embodiment, the anchoring shear-resistant mechanism 10 includes a steel embedded plate 100, a steel anchoring component 200, and a steel shear-resistant component. The steel embedded plate 100 is used for fixed connection with the main building structure so that the main building structure can transmit the force it receives to the steel embedded plate 100. The steel anchoring component 200 includes an anchoring rebar 210 and a steel anchoring end plate 220. One end of the anchoring rebar 210 is welded to the steel embedded plate 100, and the other end of the anchoring rebar 210 is fixedly connected to the steel anchoring end plate 220. The cross-sectional area of ​​the steel anchoring end plate 220 is larger than that of the anchoring rebar 210. The cross-sectional area of ​​the anchoring steel bar 210 and the steel anchoring end plate 220 are used together to anchor the steel embedded plate 100. When the anchoring steel bar 210 resists the tensile force through the chemical bonding force and friction between it and the concrete 400, the concrete 400 around the anchoring steel bar 210 can prevent the steel anchoring end plate 220 from moving in the direction of the tensile force. This allows the steel anchoring end plate 220 to apply a force to the anchoring steel bar 210 that is opposite to the direction of the tensile force on the anchoring steel bar 210, thereby greatly improving the tensile strength of the anchoring shear mechanism 10 and significantly improving the safety of the main building structure.

[0036] like Figure 1As shown, further, the steel shear component includes a steel shear member 310 in a cross structure and a steel reinforcing member 320 in a cylindrical structure, the steel reinforcing member 320 is arranged at the center of the steel shear member 310, the steel shear member 310 is fixedly connected with the steel reinforcing member 320, and the steel shear member 310 and the steel reinforcing member 320 are both welded with the steel embedded plate 100, so that when the main building structure is under earthquake or other special conditions, the shear force on the steel shear member 310 rapidly increases, in which the shear force at the center of the steel shear member 310 is the largest, and the steel reinforcing member 320 can increase the cross-sectional area at the center of the steel shear member 310, so that the shear capacity of the steel shear member 310 is improved, thereby greatly improving the shear capacity of the anchoring shear mechanism 10, and further improving the safety of the main building structure.

[0037] In the present embodiment, when the main building structure transmits force to the anchoring shear mechanism 10, the anchoring shear mechanism 10 will not only be subjected to tension, but also shear force; when the steel embedded plate 100 transmits tension to the steel anchoring component 200 and the steel shear component, the anchor bar resists the tension transmitted by the main building structure through the chemical cementing force and friction force between the anchor bar and the concrete 400, at the same time, the concrete 400 around the anchor bar generates a force opposite to the direction of the tension transmitted by the main building structure by resisting the movement of the steel anchoring end plate 220 in the direction of tension, so that the steel anchoring mechanism resists tension through three forces opposite to the direction of tension transmitted by the main building structure, and the steel shear component can also resist the tension transmitted by the main building structure through the chemical cementing force and friction force between the steel shear member 310 and the concrete 400. When the steel embedded plate 100 transmits shear force to the steel shear component, the shear force on the steel shear member 310 rapidly increases, in which the shear force at the center of the steel shear member 310 is the largest, and the steel reinforcing member 320 and the steel shear member 310 jointly resist the shear force transmitted by the main building structure to the anchoring shear mechanism 10.

[0038] The anchoring shear-resisting mechanism 10 described above, since the steel embedded plate 100 is used for fixed connection with the building main structure, the steel anchoring assembly 200 includes an anchoring steel bar 210 and a steel anchoring end plate 220, one end of the anchoring steel bar 210 is welded with the steel embedded plate 100, the other end of the anchoring steel bar 210 is fixedly connected with the steel anchoring end plate 220, the cross-sectional area of the steel anchoring end plate 220 is larger than that of the anchoring steel bar 210, the anchoring steel bar 210 and the steel anchoring end plate 220 are used together for anchoring the steel embedded plate 100, so that when the anchoring steel bar 210 resists the pulling force through the chemical cementation and friction between the anchoring steel bar 210 and the concrete 400, the concrete 400 around the anchoring steel bar 210 can hinder the steel anchoring end plate 220 from moving in the pulling direction, so that the steel anchoring end plate 220 can exert a force on the anchoring steel bar 210 in the opposite direction of the pulling force on the anchoring steel bar 210, thereby greatly improving the pulling resistance of the anchoring shear-resisting mechanism 10 and greatly improving the safety of the building main structure.

[0039] In addition, since the steel shear-resisting assembly includes a steel shear-resisting piece 310 and a steel reinforcing piece 320, the steel shear-resisting piece 310 is in a cross-shaped structure, the steel reinforcing piece 320 is in a cylindrical structure, the steel reinforcing piece 320 is arranged at the center of the steel shear-resisting piece 310, the steel shear-resisting piece 310 is fixedly connected with the steel reinforcing piece 320, and the steel shear-resisting piece 310 and the steel reinforcing piece 320 are both welded with the steel embedded plate 100, so that when the building main structure is in an earthquake or other special situation, the shear force on the steel shear-resisting piece 310 rapidly increases, and the shear force on the center of the steel shear-resisting piece 310 is the largest, and the steel reinforcing piece 320 can increase the cross-sectional area of the center of the steel shear-resisting piece 310, so that the shear resistance of the steel shear-resisting piece 310 is improved, thereby greatly improving the shear resistance of the anchoring shear-resisting mechanism 10 and further improving the safety of the building main structure.

[0040] As shown in Figure 3 to Figure 4 one of the embodiments, the steel embedded plate 100 is provided with an anchoring through hole 110 and a shear-resisting through hole 120, the shear-resisting through hole 120 is arranged at the center of the steel embedded plate 100, the anchoring through hole 110 is arranged around the shear-resisting through hole 120, the anchoring steel bar 210 is arranged in the anchoring through hole 110, and the steel shear-resisting piece 310 and the steel reinforcing piece 320 are both arranged in the anchoring through hole 110, so that the anchoring steel bar 210, the steel shear-resisting piece 310 and the steel reinforcing piece 320 can be welded on the steel embedded plate 100 through full-penetration welding, and the force on the building main structure is transmitted to the anchoring steel bar 210, the steel shear-resisting piece 310 and the steel reinforcing piece 320 through the steel embedded plate 100.

[0041] As shown in Figure 3As shown, in one of the embodiments, the number of anchoring through holes 110 is multiple, the multiple anchoring through holes 110 are uniformly distributed along the shear through hole 120, and adjacent anchoring through holes 110 are arranged at a certain distance on the steel embedded plate 100 to avoid mutual interference between adjacent anchoring through holes 110.

[0042] As shown, Figure 3 In one of the embodiments, the distance between the center points of adjacent anchoring through holes 110 is 150 mm, and the diameter of the anchoring through hole 110 is 22 mm to avoid mutual interference between adjacent anchoring through holes 110.

[0043] As shown, Figure 3 to Figure 5 In one of the embodiments, the number of anchoring steel bars 210 is multiple, and each anchoring steel bar 210 is correspondingly arranged in each anchoring through hole 110 to avoid the adjacent anchoring steel bars 210 being too close to each other, which causes the thickness of the concrete 400 between the adjacent anchoring steel bars 210 to be too thin, so that the interaction force between the anchoring steel bar 210 and the concrete 400 is small, and the tensile capacity of the anchoring shear mechanism 10 is reduced.

[0044] As shown, Figure 1 In one of the embodiments, the number of steel anchoring end plates 220 is multiple, and adjacent steel anchoring end plates 220 are arranged at a certain distance, and each steel anchoring end plate 220 is correspondingly connected with each anchoring steel bar 210 to avoid mutual interference between adjacent steel anchoring end plates 220.

[0045] As shown, Figure 2 In one of the embodiments, the steel shear member 310 includes a steel outer anchoring end 311 and a steel shear member body 312, the steel outer anchoring end 311 is arranged at the outer edge of the steel shear member body 312, the steel outer anchoring end 311 is fixedly connected with the steel shear member body 312, the steel outer anchoring end 311 and the steel shear member body 312 are arranged in the shear through hole 120, and the steel outer anchoring end 311 and the steel shear member body 312 are welded with the steel embedded plate 100 to increase the cross-sectional area of the outer edge of the steel shear member 310, so that the steel shear member 310 can improve the tensile anchoring capacity.

[0046] As shown, Figure 2 In one of the embodiments, the number of steel outer anchoring ends 311 is multiple, and the multiple steel outer anchoring ends 311 are uniformly arranged at the outer edge of the steel shear member body 312 to make the steel shear member 310 bear force uniformly.

[0047] As shown, Figure 1 to Figure 4As shown, in one embodiment, the anchoring shear-resisting mechanism 10 is a central symmetric structure, so that each part of the anchoring shear-resisting mechanism 10 can cooperate with each other to share the load under the action of earthquake or other external load, thereby improving the overall stability and the ability to resist damage of the anchoring shear-resisting mechanism 10.

[0048] As shown, in one embodiment, the anchoring shear-resisting mechanism 10 is a central symmetric structure, so that each part of the anchoring shear-resisting mechanism 10 can cooperate with each other to share the load under the action of earthquake or other external load, thereby improving the overall stability and the ability to resist damage of the anchoring shear-resisting mechanism 10. Figure 5 As shown, in one embodiment, the anchoring shear-resisting mechanism 10 is a central symmetric structure, so that each part of the anchoring shear-resisting mechanism 10 can cooperate with each other to share the load under the action of earthquake or other external load, thereby improving the overall stability and the ability to resist damage of the anchoring shear-resisting mechanism 10.

[0049] The present disclosure also provides an anchoring device comprising the anchoring shear-resisting mechanism 10 of any of the above embodiments.

[0050] Compared with the prior art, the present disclosure has at least the following advantages:

[0051] 1. The anchoring device described above, since the steel embedded plate 100 is used for fixed connection with the building main structure, the steel anchoring assembly 200 comprises an anchoring steel bar 210 and a steel anchoring end plate 220, one end of the anchoring steel bar 210 is welded and connected with the steel embedded plate 100, the other end of the anchoring steel bar 210 is fixedly connected with the steel anchoring end plate 220, the cross-sectional area of the steel anchoring end plate 220 is larger than that of the anchoring steel bar 210, and the anchoring steel bar 210 and the steel anchoring end plate 220 are used together to anchor the steel embedded plate 100, so that when the anchoring steel bar 210 resists the pulling force by the chemical cementation and frictional force between the anchoring steel bar 210 and the concrete 400, the concrete 400 around the anchoring steel bar 210 can hinder the movement of the steel anchoring end plate 220 along the direction of the pulling force, so that the steel anchoring end plate 220 can exert a force on the anchoring steel bar 210 in the opposite direction of the pulling force, thereby greatly improving the tensile strength of the anchoring shear-resisting mechanism 10 and greatly improving the safety of the building main structure.

[0052] 2. The steel shear-resistant assembly includes a steel shear-resistant member 310 and a steel reinforcing member 320. The steel shear-resistant member 310 has a cross-shaped structure, and the steel reinforcing member 320 has a cylindrical structure. The steel reinforcing member 320 is located at the center of the steel shear-resistant member 310. The steel shear-resistant member 310 and the steel reinforcing member 320 are fixedly connected. Both the steel shear-resistant member 310 and the steel reinforcing member 320 are welded to the steel embedded plate 100. This ensures that when the main building structure is subjected to an earthquake or other special circumstances, the shear force on the steel shear-resistant member 310 increases rapidly. The shear force at the center of the steel shear-resistant member 310 is the greatest, while the steel reinforcing member 320 can increase the cross-sectional area at the center of the steel shear-resistant member 310, thereby improving the shear resistance of the steel shear-resistant member 310. This, in turn, greatly enhances the shear resistance of the anchored shear-resistant mechanism 10, further improving the safety of the main building structure.

[0053] The embodiments described above are merely illustrative of several implementations of this disclosure, and while the descriptions are specific and detailed, they should not be construed as limiting the scope of the disclosed patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of this disclosure, and these all fall within the protection scope of this disclosure. Therefore, the protection scope of this patent should be determined by the appended claims.

Claims

1. An anchoring shear-resisting mechanism, comprising: a steel embedded plate for fixed connection with a building main structure; characterized in that the anchoring shear-resisting mechanism further comprises: a steel anchoring assembly comprising an anchoring steel bar and a steel anchoring end plate, one end of the anchoring steel bar being welded to the steel embedded plate, the other end of the anchoring steel bar being fixedly connected to the steel anchoring end plate, the cross-sectional area of the steel anchoring end plate being larger than that of the anchoring steel bar, the anchoring steel bar and the steel anchoring end plate being used together to anchor the steel embedded plate; and a steel shear-resisting assembly comprising a steel shear-resisting piece and a steel reinforcing piece, the steel shear-resisting piece being in a cross-shaped structure, the steel reinforcing piece being in a cylindrical structure, the steel reinforcing piece being arranged at the center of the steel shear-resisting piece, the steel shear-resisting piece being fixedly connected to the steel reinforcing piece, the steel shear-resisting piece and the steel reinforcing piece being welded to the steel embedded plate.

2. The anchoring shear resistance mechanism according to claim 1, characterized in that, The steel embedded plate is provided with an anchoring through hole and a shear-resisting through hole, the shear-resisting through hole being arranged at the center of the steel embedded plate, the anchoring through holes being arranged around the shear-resisting through hole, the anchoring steel bar being arranged in the anchoring through hole, the steel shear-resisting piece and the steel reinforcing piece being arranged in the anchoring through hole.

3. The anchoring shear resistance mechanism according to claim 2, characterized in that, The number of the anchoring through holes is multiple, the multiple anchoring through holes being uniformly distributed along the shear-resisting through hole, adjacent anchoring through holes being arranged at a certain distance on the steel embedded plate.

4. The anchoring shear resistance mechanism according to claim 3, wherein, The distance between the center points of adjacent anchoring through holes is 150 mm, and the diameter of the anchoring through hole is 22 mm.

5. The anchoring shear resistance mechanism according to claim 2, wherein, The number of the anchoring steel bars is multiple, each anchoring steel bar being arranged in each anchoring through hole one by one.

6. The anchoring shear resistance mechanism according to claim 5, characterized in that, The number of the steel anchoring end plates is multiple, adjacent steel anchoring end plates being arranged at a certain distance, each steel anchoring end plate being connected to each anchoring steel bar one by one.

7. The anchoring shear resistance mechanism of claim 2, wherein, The steel shear-resisting piece comprises a steel outer anchoring end and a steel shear-resisting piece body, the steel outer anchoring end being arranged at the outer edge of the steel shear-resisting piece body, the steel outer anchoring end being fixedly connected to the steel shear-resisting piece body, the steel outer anchoring end and the steel shear-resisting piece body being arranged in the shear-resisting through hole, and the steel outer anchoring end and the steel shear-resisting piece body being welded to the steel embedded plate.

8. The anchoring shear resistance mechanism according to claim 7, characterized in that, The number of the steel outer anchoring ends is multiple, the multiple steel outer anchoring ends being uniformly arranged at the outer edge of the steel shear-resisting piece body.

9. The anchoring shear resistance mechanism of claim 1, wherein, The anchoring shear-resisting mechanism is a central symmetric structure; and / or, The anchoring shear-resisting mechanism is arranged in concrete.

10. An anchoring device, characterized in that An anchoring shear-resisting mechanism according to any one of claims 1 to 9.

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