Ultrahigh slope matrix type frame building system based on multiple lifting points

Abstract

The invention provides an ultrahigh slope matrix type frame building system based on multiple lifting points, and belongs to the technical field of high slope frame building equipment. The anchoring part is arranged on the slope body; according to the matrix type erecting device, expansion and transverse angle adjustment are easy, matrix type erecting can be rapidly and efficiently completed, the matrix type erecting device better adapts to the angle and form of an ultra-high slope body, the construction difficulty and the engineering cost are reduced, and the construction period is shortened.

Description

Technical Field

[0001] The present application relates to the technical field of high slope scaffolding equipment, and in particular to an ultra-high slope matrix scaffolding system based on multiple hanging points. Background Art

[0002] When constructing roads and bridges in special terrains such as steep mountain canyon areas, high and steep slopes in the original natural terrain and large-angle slopes excavated by humans are more common. The steep slopes often exceed 100 meters and there are many work sites. The bearing capacity and scaffolding height of traditional civil buildings are limited, and it is difficult to adapt to such special slope protection construction, especially the slope protection construction of over 100 meters. The socket-and-spigot scaffolding has a sophisticated structure, is cheap to disassemble and expand, has high compressive strength, and can be flexibly expanded according to actual construction needs by replacing different accessories to meet the bearing capacity requirements, which is conducive to the realization of a matrix unit frame structure, thereby realizing a fast and efficient matrix expansion scaffolding method, thereby meeting the protection construction needs of steep slopes, and its application has become more and more extensive.

[0003] At present, most of the conventional socket-and-disc scaffolding structures can only realize the construction of frame structures in the four directions (east, south, west, and north) or based on the offset angles of the four directions (such as 45°). It is difficult to adjust the multi-angle according to the shape and angle of the slope, which makes it difficult for the matrix unit expansion scaffolding system to fit and adapt to the slope well, increasing the construction difficulty and reducing the construction efficiency. Due to the limitations of the traditional socket-and-disc scaffolding structure, it is also difficult to adapt to the protection construction needs of super-high slopes. Therefore, it is urgent to develop a new super-high slope matrix scaffolding system that retains the advantages of the original socket-and-disc scaffolding system. Summary of the invention

[0004] The present application aims to solve at least one of the technical problems existing in the prior art. To this end, the present application proposes a super-high slope matrix scaffolding system based on multiple hanging points, the cross bars of which can cheaply break through the positive four-way expansion structure of the traditional socket-and-disc scaffolding structure, and realize flexible adjustment of the cross bars in multiple angles and directions. Combined with the vertical poles, a highly flexible and highly extensible matrix scaffolding system can be realized, so as to better adapt to the slope shape and direction in the super-high slope protection construction, improve construction efficiency and reduce construction difficulty.

[0005] This application is implemented as follows: The present application provides a matrix scaffolding system for super-high slopes based on multiple hanging points, including Matrix scaffolding unit; Anchors, arranged on the slope; A suspension mechanism, wherein the matrix scaffolding unit and the anchor are connected via the suspension mechanism.

[0006] In one embodiment of the present application, the matrix scaffolding unit includes a vertical pole, a first sleeve and a connecting plate, the upper end of the first sleeve is fixedly connected to the middle part of the lower side of the connecting plate, and the vertical pole passes through the first sleeve and the middle part of the connecting plate; the vertical pole is respectively provided with a plurality of groups of evenly distributed grooves, a plurality of groups of evenly distributed first through holes and a plurality of groups of evenly distributed tooth grooves.

[0007] In one embodiment of the present application, two symmetrical second through holes are opened at both ends of the circumference of the first sleeve and a first pad and a second pad are respectively provided, and the first pad and the second pad are respectively arranged corresponding to the two second through holes; a first horizontal limiting groove is also opened on the outer side of the second pad; a plurality of convex strips are evenly arranged on the inner circumference of the first sleeve, and the convex strips are respectively correspondingly engaged in the grooves.

[0008] In one embodiment of the present application, a plurality of third through holes are evenly formed on the connection plate and distributed around the vertical pole.

[0009] In one embodiment of the present application, the matrix scaffolding unit further includes a first latch, and the first latch passes through the two second through holes, the first cushion block, and the second cushion block.

[0010] In one embodiment of the present application, the first latch includes a pin, a second limit block, a spring and a connecting block, the pin is provided with a first limit block at one end and a connecting shaft at the other end, the connecting shaft slides through the middle of the second limit block, the connecting block is rotatably provided at the outer end of the connecting shaft, the connecting shaft passes through the spring, and the two ends of the spring are respectively fixedly connected to the second limit block and the connecting block.

[0011] In one embodiment of the present application, a limiting strip is provided at the middle of one end of the pin near the connecting shaft, and a second limiting groove is provided at the middle of one side of the second limiting block near the pin, and the second limiting groove and the limiting strip are provided correspondingly; two recesses are symmetrically provided on both sides of the outside of the second limiting block.

[0012] In one embodiment of the present application, a cross bar is arranged between the vertical poles, and the cross bar includes a rod body, a connecting head and a second pin. The connecting heads are respectively arranged at both ends of the rod body, and a transverse groove is provided on the outer side of the connecting head. The connecting head is clamped on the connecting plate through the transverse groove. A fourth through hole is provided on the connecting head in a direction perpendicular to the transverse groove, and the second pin passes through the fourth through hole and the third through hole.

[0013] In one embodiment of the present application, the anchoring member includes an anchor rod, a stopper and a pad anchor, a plurality of groups of the stoppers are arranged on the outside of the anchor rod, and the pad anchor is arranged on the outer end of the anchor rod.

[0014] In one embodiment of the present application, the lifting mechanism includes a sling and a turnbuckle, the matrix scaffolding unit is connected to the outer end of the anchor rod through the sling, and the sling is provided with a turnbuckle.

[0015] In one embodiment of the present application, the super-high slope matrix scaffolding system based on multiple hanging points also includes The circumferential fine-tuning mechanism is arranged at the lower end of the first sleeve.

[0016] In one embodiment of the present application, the circumferential fine-tuning mechanism includes a second sleeve and a sleeve, the second sleeve is fixedly arranged at the lower end of the first sleeve and threadedly penetrates the sleeve; the vertical rod penetrates the second sleeve and the sleeve, and a plurality of sleeves are evenly arranged on the outer circumference of the sleeve.

[0017] In one embodiment of the present application, the outer circumference of the second sleeve and the inner circumference of the sleeve are both inclined and meshed with each other.

[0018] In one embodiment of the present application, a plurality of slots are evenly formed on the circumference of the second sleeve, and the slots extend to the first sleeve and pass through the lower end of the second sleeve.

[0019] In one embodiment of the present application, a plurality of limiting teeth are evenly arranged on the inner circumference of the lower end of the second sleeve, and the limiting teeth are engaged in the tooth grooves.

[0020] The beneficial effects of the present application are as follows: during construction, a plurality of matrix scaffolding units composed of the novel socket-and-disc buckle scaffolding proposed in the present application are interconnected through the design described above, and can be directly extended, buckled, or even used in combination with fasteners, hinges, etc., to efficiently and quickly realize the deployment and erection of the matrix scaffolding system, and by flexibly adjusting the transverse angle structure of the matrix scaffolding unit, the slope anchoring components are appropriately increased according to actual construction needs, and the hanging points and hanging anchor points are confirmed and increased, the setting time of the hanging anchor is determined according to the construction progress, holes are drilled on the slope, the anchors are inserted, and then grouting is performed, and after a qualified time period, the anchors and the hanging points are connected by the hanging mechanism, and the construction can be completed after the tightness is appropriately adjusted, so that the matrix scaffolding system can better fit and adapt to the slope shape and angle, greatly reducing the difficulty of super-high slope protection construction and improving construction efficiency, significantly reducing engineering investment and facilitating shortening of construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the technical solutions of the implementation methods of the present application, the drawings required for use in the implementation methods will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0022] Figure 1 It is a schematic diagram of the three-dimensional structure of a super-high slope matrix scaffolding system based on multiple hanging points provided in an embodiment of the present application; Figure 2 A schematic diagram of the enlarged structure of point A provided in the implementation mode of the present application; Figure 3 A schematic diagram of the structure of the vertical pole, the first sleeve, the connecting plate, the first latch, the second sleeve and the sleeve head provided in the embodiment of the present application; Figure 4 A schematic diagram of a pole structure provided for an implementation method of the present application; Figure 5 A schematic diagram of the cross-sectional structure of the first sleeve and the second sleeve provided in an embodiment of the present application; Figure 6 A schematic diagram of a crossbar structure provided for an implementation method of the present application; Figure 7 A schematic diagram of the structure of a first sleeve, a connecting plate, a first latch and a second sleeve provided in an embodiment of the present application; Figure 8 A schematic diagram of the structure of the first sleeve and the second sleeve provided in an embodiment of the present application; Fig. 9 A schematic diagram of the second cushion block structure provided in an embodiment of the present application; Fig.10 A schematic diagram of a cross-sectional structure of a sleeve provided in an embodiment of the present application; Fig.11 A schematic diagram of a first latch structure provided in an embodiment of the present application; Fig.12 A schematic diagram of the structure of the second limit block provided in an embodiment of the present application; Fig.13 Schematic diagram of the anchor and suspension mechanism structure provided in the implementation manner of the present application.

[0023] In the figure: 10, matrix scaffolding unit; 11, upright pole; 111, groove; 112, first through hole; 113, tooth groove; 12, first sleeve; 121, second through hole; 122, first cushion block; 123, second cushion block; 1231, first limiting groove; 124, convex strip; 13, connecting plate; 131, third through hole; 14, first latch; 141, pin column; 1411, first limiting block; 1412, connecting shaft; 1413, limiting strip; 142, second limiting block; 1421 , second limiting groove; 1422, recess; 143, spring; 144, connecting block; 15, cross bar; 151, rod body; 152, connector; 153, second latch; 154, cross groove; 155, fourth through hole; 20, anchor; 21, anchor rod; 22, limiter; 23, pad anchor; 30, lifting mechanism; 31, sling; 32, turnbuckle; 40, circumferential fine-tuning mechanism; 41, second sleeve; 411, slot; 412, limiting tooth; 42, sleeve; 421, sleeve. DETAILED DESCRIPTION

[0024] The technical solutions in the embodiments of the present application will be described below in conjunction with the drawings in the embodiments of the present application.

[0025] In order to make the purpose, technical solutions and advantages of the implementation methods of this application clearer, the technical solutions in the implementation methods of this application will be clearly and completely described below in conjunction with the drawings in the implementation methods of this application. Obviously, the described implementation methods are part of the implementation methods of this application, not all of the implementation methods. Based on the implementation methods in this application, all other implementation methods obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0026] Example like Figure 1 As shown, according to the embodiment of the present application, the super-high slope matrix scaffolding system based on multiple hanging points includes a matrix scaffolding unit 10, an anchor 20, a hanging mechanism 30 and a circumferential fine-tuning mechanism 40. The matrix scaffolding unit 10 and the anchor 20 are connected by the hanging mechanism 30. The circumferential fine-tuning mechanism 40 can further fine-tune the lateral angle of the matrix scaffolding unit 10, so that the entire matrix scaffolding system can better fit the slope angle and shape.

[0027] According to some embodiments of the present application, Figure 1-Figure 9 and Figure 11-Figure 12As shown, the matrix scaffolding unit 10 includes a vertical pole 11, a first sleeve 12 and a connecting plate 13. The upper end of the first sleeve 12 is fixedly connected to the middle part of the lower side of the connecting plate 13, and the vertical pole 11 passes through the middle part of the first sleeve 12 and the connecting plate 13; the vertical pole 11 is respectively provided with a plurality of groups of evenly distributed grooves 111, a plurality of groups of evenly distributed first through holes 112 and a plurality of groups of evenly distributed tooth grooves 113; two symmetrical second through holes 121 are provided at both ends of the circumference of the first sleeve 12 and are respectively provided with a first cushion block 122 and a second cushion block 123, and the first cushion block 122 and the second cushion block 123 are respectively provided corresponding to the two second through holes 121; a transversely arranged first limiting groove 1231 is also provided on the outer side of the second cushion block 123; a plurality of convex strips 124 are evenly provided on the inner circumference of the first sleeve 12, and the convex strips 124 are respectively correspondingly engaged in the grooves 111, so that the first sleeve 12 can be firmly engaged on the vertical pole 11 to prevent it from sliding down.

[0028] In a specific embodiment, a plurality of third through holes 131 distributed around the vertical pole 11 are evenly opened on the connection disk 13. Generally, the number of third through holes 131 on a single connection disk 13 is set to a multiple of 4. The connection disk 13 is generally set to a circular shape to achieve multi-directional and multi-angle adjustment functions while retaining the original four directions, so that the expansibility of the vertical pole 11 is superimposed and the functionality is improved.

[0029] The matrix scaffolding unit 10 further includes a first latch 14, which passes through the two second through holes 121, the first cushion block 122 and the second cushion block 123. The first latch 14 includes a pin 141, a second limit block 142, a spring 143 and a connecting block 144. The pin 141 is provided with a first limit block 1411 at one end and a connecting shaft 1412 at the other end. The connecting shaft 1412 slides through the middle of the second limit block 142. The connecting block 144 is rotated. The second limiting block 142 is symmetrically provided on both sides of the outer side of the second limiting block 142. Two recesses 1422. In the embodiment of the present application, the shape of all through holes and pin 141 is generally set to be oblong, which is convenient for positioning and penetration while avoiding axial rotation to ensure the stability of the structure; the second limit block 142 is squeezed and fitted to the other end of the pin 141 along the connecting shaft 1412 under the elastic force of the spring 143, and the limit strip 1413 is engaged in the second limit groove 1421, and the second limit block 142 will not rotate. After passing through the two second through holes 121, the second limit block 142 leaks out of the second cushion block 123. The worker pulls up the second limit block 142 through the two recesses 1422, then turns and releases it, so that the second limit block 142 is engaged in the first limit groove 1231, and the locking of the first latch 14 is completed. The first cushion block 122 can also provide an external plane, which is conducive to stabilizing the pin 141, so that the first sleeve 12 can be locked on the vertical pole 11, and the angle steering adjustment of the first sleeve 12 and the connecting plate 13 is completed. It should be noted that the density of the first through holes 112 is relatively high and the total number is an even number, which is much larger than the total number of the third through holes 131, so that each first through hole 112 has another first through hole 112 facing it, and the frequency of the two symmetrically opened second through holes 121 aligning with the two facing first through holes 112 when the first sleeve 12 rotates can be increased, and at the same time, it can ensure that the pin 141 can smoothly pass through the two first through holes 112 and the two second through holes 121, thereby realizing multi-angle adjustment of the first sleeve 12 and the connecting plate 13.

[0030] In a specific embodiment, a cross bar 15 is arranged between the vertical poles 11, and the cross bar 15 includes a rod body 151, a connecting head 152 and a second pin 153. Connecting heads 152 are respectively arranged at both ends of the rod body 151, and a transverse groove 154 is provided on the outer side of the connecting head 152. The connecting head 152 is clamped on the connecting disk 13 through the transverse groove 154. A fourth through hole 155 is provided on the connecting head 152 in a direction perpendicular to the transverse groove 154. The second pin 153 passes through the fourth through hole 155 and the third through hole 131. After the angle of the connecting disk 13 is determined, the construction and structure of the cross bar 15 can be completed by clamping the connecting heads 152 at both ends of the rod body 151 on the connecting disk 13 and inserting and locking with the second pin 153.

[0031] According to some embodiments of the present application, Fig.13 As shown, the anchor 20 includes an anchor rod 21, a limiter 22 and a pad anchor 23. Several groups of limiters 22 are arranged on the outside of the anchor rod 21, and the pad anchor 23 is arranged on the outer end of the anchor rod 21. After drilling a hole on the slope, the anchor rod 21 is placed in the hole. The limiter 22 will keep the anchor rod 21 centered in the hole, which is convenient for the orientation fixation of the anchor rod 21 and the subsequent grouting construction; the pad anchor 23 can ensure the stability of the outer end of the anchor rod 21, which is conducive to the connection of the lifting mechanism 30.

[0032] According to some embodiments of the present application, Fig.13 As shown, the lifting mechanism 30 includes a sling 31 and a basket screw 32. The matrix scaffolding unit 10 is connected to the outer end of the anchor rod 21 through the sling 31. The basket screw 32 is provided on the sling 31. After the number of lifting points and lifting anchor points is increased or decreased according to actual construction needs, the appropriate lifting point can be connected to the outer end of the appropriate anchor rod 21 using the sling 31, and the basket screw 32 can be used to conveniently adjust the sling 31 to a suitable tightness to complete the lifting of the lifting point.

[0033] According to some embodiments of the present application, Figure 2-Figure 3 , Figure 5 , Figure 7-Figure 8 and Fig.10As shown, when the angle of the first sleeve 12 and the connecting plate 13 around the axial direction of the vertical pole 11 is adjusted only by pairing the two first through holes 112 and the two second through holes 121 and locking with the first pin 14, the angle deviation will be limited by the distribution angle and density of the first through holes 112, and it will be difficult to further adjust. The angle adjustment of the connecting plate 13 will still be limited, and the adjustment of more angles and directions of the matrix scaffolding unit 10 cannot be better realized. The circumferential fine-tuning mechanism 40 is arranged at the lower end of the first sleeve 12. The circumferential fine-tuning mechanism 40 includes a second sleeve 41 and a sleeve head 42. The second sleeve 41 is fixedly arranged at the lower end of the first sleeve 12 and is threadedly penetrated through the sleeve head 42. The vertical rod 11 penetrates the second sleeve 41 and the sleeve head 42. A plurality of sleeves 421 are evenly arranged on the outer circumference of the sleeve head 42. The outer circumference of the second sleeve 41 and the inner circumference of the sleeve head 42 are inclined and meshed with each other. A plurality of slots 411 are evenly opened on the circumference of the second sleeve 41. The slots 411 extend to the first sleeve 12 and penetrate the second sleeve 4 1, a plurality of limiting teeth 412 are evenly arranged on the inner circumference of the lower end of the second sleeve 41, and the limiting teeth 412 are engaged in the tooth grooves 113. The outer circumference of the second sleeve 41 and the inner circumference of the sleeve head 42 are both provided with inclined threads. When there is no need to fine-tune the offset angle direction of the connecting plate 13, the sleeve head 42 is generally in a loose state. The extended slot 411 facilitates the expansion of the first sleeve 12 and the second sleeve 41, which is conducive to sleeve the first sleeve 12 and the second sleeve 41 on the vertical rod 11. The density of the limiting teeth 412 and the corresponding tooth grooves 113 is much greater than that of the first sleeve 12 and the second sleeve 41. The density of the opening of the through holes 112 is such that after the first sleeve 12 and the connecting plate 13 are adjusted around the axial direction of the upright pole 11 by pairing the two first through holes 112 and the two second through holes 121 and locking with the first latch 14, a relatively fixed angle and direction offset adjustment of the connecting plate 13 can be determined, because the offset angle at this time can be obtained by dividing the circumferential angle by the number of the first through holes 112 to obtain the average offset angle between the two first through holes 112, and then multiplying it by the number of intervals of the first latch 14 offset from the positive first through hole 112; the first latch 14 can be removed. , further twist the connecting disk 13 and the first sleeve 12, so that the limiting teeth 412 are displaced in the tooth groove 113. After the connecting disk 13 reaches a suitable angle and direction, use a crowbar of suitable size to insert it into the sleeve 421, rotate the sleeve head 42 to tighten it, lock the second sleeve 41, and make the limiting teeth 412 fasten in the tooth groove 113, so as to achieve the purpose of further fine-tuning the angle and direction of the connecting disk 13. This can significantly increase the flexibility of the angle and direction adjustment of the connecting disk 13, so that the matrix scaffolding system of the super-high slope can better adapt to and fit the shape and angle of the slope.

[0034] Specifically, the working principle of the super-high slope matrix scaffolding system based on multiple hanging points is as follows: during construction, the number and position of the vertical poles 11 are determined, and then the offset angle of the connecting plate 13 and the direction of the third through hole 131 are adjusted. Since the density of the first through holes 112 is high and the total number is an even number, which is much larger than the total number of the third through holes 131, each first through hole 112 has another first through hole 112 facing it. When the angle of the rotating connecting plate 13 is adjusted, the frequency of the two symmetrically opened second through holes 121 aligning with the two facing first through holes 112 when the first sleeve 12 rotates is increased, and at the same time It can ensure that the pin 141 can smoothly pass through the two first through holes 112 and the two second through holes 121; the second limit block 142 is squeezed and tightly fitted to the other end of the pin 141 along the connecting shaft 1412 under the elastic force of the spring 143, and the limit strip 1413 is engaged in the second limit groove 1421, and the second limit block 142 will not rotate. After passing through the two second through holes 121, the second limit block 142 leaks out of the second cushion block 123, and the worker pulls up the second limit block 142 through the two recesses 1422, then turns and releases it, so that the second limit block 142 is engaged in the first limit groove 1231, and the work is completed. The first latch 14 is locked, and the first cushion block 122 can also provide an external plane to facilitate the stabilization of the pin 141. In this way, the first sleeve 12 can be locked on the vertical pole 11, and the angle and steering adjustment of the first sleeve 12 and the connecting plate 13 is completed. If further fine-tuning is required, the first latch 14 is removed, and the connecting plate 13 and the first sleeve 12 are further twisted to make the limiting tooth 412 shift in the tooth groove 113. After the connecting plate 13 reaches a suitable angle and direction, a crowbar of a suitable size is inserted into the sleeve 421, and the sleeve head 42 is rotated to tighten it, and the second sleeve 41 is locked, so that the limiting tooth 412 is fastened in the tooth groove 113 to achieve To further fine-tune the angle and direction of the connecting plate 13, the flexibility of the angle and direction adjustment of the connecting plate 13 can be significantly increased. Then, the structure of the cross bar 15 is completed by clamping the connecting heads 152 at both ends of the rod body 151 on the connecting plate 13 and inserting and locking the second pin 153. Then, a number of matrix scaffolding units 10 composed of vertical poles 11 and cross bars 15 are connected to each other. The connection can be directly extended, buckled, or even used in combination with fasteners, hinges, etc. By flexibly adjusting the horizontal angle structure of the matrix scaffolding unit 10, the expansion and erection of the matrix scaffolding system can be realized efficiently and quickly.According to the actual construction needs, the slope anchoring components are appropriately increased, and the lifting points and lifting anchor points are confirmed and increased. According to the construction progress, the setting time of the anchor 20 is determined. After drilling a hole on the slope, the anchor rod 21 is placed in the hole. The limiter 22 will keep the anchor rod 21 centered in the hole, which is convenient for the orientation fixation of the anchor rod 21 and the subsequent grouting construction. The pad anchor 23 can ensure the stability of the outer end of the anchor rod 21, and then grouting is performed. After the qualified time period, the appropriate lifting point is connected to the outer end of the anchor rod 21 using the sling 31, and the sling 31 is conveniently adjusted to the appropriate tightness through the basket screw 32. After the lifting of the lifting point is completed, the construction can be completed. In this way, the matrix scaffolding system can better fit and adapt to the slope shape and angle, greatly reducing the difficulty of super-high slope protection construction and improving construction efficiency, significantly reducing project investment and shortening the construction period.

[0035] It should be noted that the specific models and specifications of the anchor rod 21, the limiter 22, the pad anchor 23, the sling 31 and the basket screw 32 need to be selected and determined according to the actual specifications of the device, etc. The specific selection and calculation method adopts the existing technology in this field, so it will not be described in detail.

[0036] The above are only preferred implementations of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various modifications and variations. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. The super-high slope matrix scaffolding system based on multiple hanging points is characterized by: include Matrix scaffolding unit (10); An anchor (20) is arranged on the slope; A suspension mechanism (30), wherein the matrix scaffolding unit (10) and the anchor (20) are connected via the suspension mechanism (30).

2. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 1 is characterized in that: The matrix scaffolding unit (10) comprises a vertical pole (11), a first sleeve (12) and a connecting plate (13); the upper end of the first sleeve (12) is fixedly connected to the middle part of the lower side of the connecting plate (13); the vertical pole (11) passes through the first sleeve (12) and the middle part of the connecting plate (13); the vertical pole (11) is respectively provided with a plurality of groups of evenly distributed grooves (111), a plurality of groups of evenly distributed first through holes (112) and a plurality of groups of evenly distributed tooth grooves (113).

3. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 2 is characterized in that: Two symmetrical second through holes (121) are provided at both ends of the circumference of the first sleeve (12), and a first cushion block (122) and a second cushion block (123) are provided respectively, and the first cushion block (122) and the second cushion block (123) are provided respectively corresponding to the two second through holes (121); a first limit groove (1231) is also provided transversely on the outer side of the second cushion block (123); a plurality of convex strips (124) are evenly provided on the inner circumference of the first sleeve (12), and the convex strips (124) are respectively and correspondingly engaged in the grooves (111).

4. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 3 is characterized in that: The connection plate (13) is evenly provided with a plurality of third through holes (131) distributed around the vertical rod (11).

5. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 3 is characterized in that: The matrix scaffolding unit (10) further comprises a first latch (14), wherein the first latch (14) passes through the two second through holes (121), the first cushion block (122) and the second cushion block (123).

6. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 5 is characterized in that: The first latch (14) comprises a pin (141), a second limit block (142), a spring (143) and a connecting block (144); one end of the pin (141) is provided with a first limit block (1411) and the other end is provided with a connecting shaft (1412); the connecting shaft (1412) slides through the middle of the second limit block (142); the connecting block (144) is rotatably provided at the outer end of the connecting shaft (1412); the connecting shaft (1412) penetrates the spring (143); and the two ends of the spring (143) are respectively fixedly connected to the second limit block (142) and the connecting block (144).

7. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 6 is characterized in that: A limiting strip (1413) is provided in the middle of one end of the pin column (141) close to the connecting shaft (1412), and a second limiting groove (1421) is provided in the middle of one side of the second limiting block (142) close to the pin column (141), and the second limiting groove (1421) and the limiting strip (1413) are provided correspondingly; two recesses (1422) are symmetrically provided on both sides of the outside of the second limiting block (142).

8. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 4 is characterized in that: A cross bar (15) is arranged between the vertical bars (11), the cross bar (15) comprising a rod body (151), a connecting head (152) and a second latch (153), the connecting heads (152) being arranged at both ends of the rod body (151), a transverse groove (154) being arranged on the outer side of the connecting head (152), the connecting head (152) being clamped on the connecting plate (13) through the transverse groove (154), a fourth through hole (155) being arranged on the connecting head (152) in a direction perpendicular to the transverse groove (154), and the second latch (153) passing through the fourth through hole (155) and the third through hole (131).

9. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 1 is characterized in that: The anchoring member (20) comprises an anchor rod (21), a stopper (22) and a pad anchor (23), wherein a plurality of groups of the stoppers (22) are arranged outside the anchor rod (21), and the pad anchor (23) is arranged at the outer end of the anchor rod (21).

10. The super-high slope matrix scaffolding system based on multiple hanging points according to claim 9 is characterized in that: The lifting mechanism (30) comprises a sling (31) and a turnbuckle (32); the matrix scaffolding unit (10) is connected to the outer end of the anchor rod (21) via the sling (31); and the sling (31) is provided with a turnbuckle (32).

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