Simple and convenient ultrahigh brick mold back-jacking inclined supporting rod piece and using method thereof

Abstract

The invention discloses a simple and convenient ultrahigh brick mould back-jacking inclined supporting rod piece and a using method thereof, and belongs to the technical field of brick mould back-jacking inclined supporting construction.The simple and convenient ultrahigh brick mould back-jacking inclined supporting rod piece comprises a ground foundation, a set of symmetrical ultrahigh brick mould bodies are arranged on the top face of the ground foundation, and a back-jacking inclined supporting mechanism is arranged between the ultrahigh brick mould bodies which are bilaterally symmetrical; the back-jacking diagonal bracing mechanism can play an effective role in reinforcing and supporting the ultrahigh brick forming die, the problem that the ultrahigh brick forming die body topples after being built is avoided, and during construction, only the first diagonal bracing cylinder and the second diagonal bracing cylinder need to be connected between the supporting formworks and the base plate, the horizontal supporting cylinder is connected between the supporting formworks, and therefore construction is convenient. The overall structure is easy and convenient to use and flexible to use, construction and subsequent disassembly are facilitated, meanwhile, the device can be recycled and repeatedly used, damage is not prone to occurring, and the construction efficiency is improved.

Description

Technical Field

[0001] The invention relates to the technical field of brick membrane top-return diagonal brace construction, and in particular to a simple and convenient super-high brick membrane top-return diagonal brace rod and a use method thereof. Background Art

[0002] Brick membrane refers to a formwork structure of a specific shape and specification built with bricks, and its surface is polished. In construction, brick membrane is often used as the outer formwork of underground structures, such as underground continuous walls, cast-in-place wall foundations, etc. It meets construction needs in a more economical and practical way by replacing traditional wooden or steel formwork. The essence of brick membrane is to consider the particularity of the structural components of the foundation part and replace other formwork materials with brick membrane. It does not constitute the content of the engineering entity itself, but is a temporary measure in the construction process. During the construction of brick membrane, it is necessary to strictly follow the relevant specifications to ensure the quality of masonry to meet the requirements of structural stability and waterproofness.

[0003] In the prior art, in order to prevent the super-high brick membrane from tipping over after masonry, the super-high brick membrane is usually supported at the top. After the super-high brick membrane is built, the template is pressed against the inner side of the super-high brick membrane by one end of the square wooden strip, and the other end is pressed against the raised pile foundation on the ground, so as to provide a back-up and oblique support for the super-high brick membrane. However, when using this method to support the super-high brick membrane, the construction operation is relatively troublesome. It is necessary to make square wooden strips of corresponding length according to the actual construction situation. It cannot be adjusted according to the height of the super-high brick membrane and the length used for oblique support. Not only is the flexibility poor during use, but the support is not firm enough. After a long time, the wood is prone to deformation, breakage or displacement, and it cannot effectively support the super-high brick membrane, resulting in poor support effect for the super-high brick membrane, which not only reduces the construction efficiency, but also affects the masonry quality of the super-high brick membrane. Summary of the invention

[0004] The main purpose of the present invention is to provide a simple and convenient super-high brick tire membrane top-return diagonal support rod and a use method thereof, which can effectively solve the problems in the background technology.

[0005] To achieve the above object, the technical solution adopted by the present invention is: A simple and convenient super-high brick membrane return-to-top diagonal brace rod and a method of using the same, comprising a ground foundation, a group of symmetrical super-high brick membrane bodies are provided on the top surface of the ground foundation, a return-to-top diagonal brace mechanism is provided between the left-right symmetrical super-high brick membrane bodies, and the return-to-top diagonal brace mechanism comprises a base plate, a support formwork, a first diagonal brace tube, a second diagonal brace tube, a horizontal support tube, a support screw, a first threaded sleeve, a T-joint, a concave block and a threaded long rod, one end of the first diagonal brace tube and the second diagonal brace tube and both ends of the horizontal support tube are movably connected with the support screw through a first threaded sleeve, and the other ends of the first diagonal brace tube and the second diagonal brace tube and one end of the support screw are movably connected with the concave block through a T-joint, the outer side wall of the concave block and the outer ends of the support screws at both ends of the horizontal support tube are fixedly connected with the threaded long rod, and the threaded long rod is fixedly connected to the inner side wall of the reinforcing beam on the inner side wall of the support formwork and the threaded short rod on the top surface of the base plate through the second threaded sleeve.

[0006] Preferably, four mounting holes are opened on the top surface of the base plate, and bolts are inserted into the mounting holes, and the bolts are threadedly connected to the ground foundation. Four threaded short rods are also fixedly installed on the top surface of the base plate.

[0007] Preferably, the supporting formwork is provided with a group of left-right symmetrical supporting formworks, and the two supporting formworks are respectively tightly attached to the opposite surface walls of the left-right symmetrical super-high brick membrane body, and a group of up-and-down symmetrical reinforcing beams are fixedly installed on the inner side walls of the supporting formworks, and three threaded short rods are also fixedly installed on the inner side walls of the reinforcing beams.

[0008] Preferably, annular convex grooves are respectively provided on the top ends of the first and second diagonal support tubes and the left and right end walls of the horizontal support tube, and a group of symmetrical sliding grooves are respectively provided on the inner walls of the first, second and second diagonal support tubes.

[0009] Preferably, a convex ring is fixedly mounted on one end of the first threaded sleeve, and the convex ring is movably mounted in the annular convex groove.

[0010] Preferably, a movable block is fixedly mounted on one end of the support screw, and sliding blocks are fixedly mounted on both sides of the outer wall of the movable block, respectively. The sliding blocks are movably mounted in the slide groove, and the support screw is threadedly connected with the first threaded sleeve.

[0011] Preferably, the other end of the support screw and the bottom ends of the first diagonal support tube and the second diagonal support tube are respectively fixedly mounted with T-joints.

[0012] Preferably, rotating holes are respectively opened on both sides of the inner wall of the recess of the concave block, and the two ends of the T-joint are respectively movably installed in the rotating holes, and threaded long rods are respectively fixedly installed on the outer wall of the concave block and the outer ends of the inner support screws at both ends of the horizontal support tube, and the external threaded long rod is threadedly connected to the second threaded sleeve, and the second threaded sleeve is also threadedly connected to the threaded short rod.

[0013] Preferably, at least four first diagonal support tubes and second diagonal support tubes, two horizontal support tubes and two base plates are arranged between the support templates.

[0014] A simple and convenient method for using a super-high brick membrane top-return diagonal bracing rod, characterized in that it includes the following steps: Step 1: First, place two supporting templates against the inner side walls of the super-high brick membrane body that are symmetrical on the top surface of the ground foundation, insert bolts into the mounting holes opened on the top surfaces of the two base plates, and fix the bolts to the ground foundation to fix the base plates on the top surface of the ground foundation and place them between the supporting templates; Step 2. Secondly: rotate the second threaded sleeve at the bottom end of the first diagonal support tube, and the second threaded sleeve will realize threaded rotation operation on the threaded long rod installed on the outer side wall of the concave block until it is threadedly connected with the threaded short rod at the outermost end of the top surface of the base plate, and then rotate the first threaded sleeve at the top end of the first diagonal support tube, and the convex ring installed at one end of the first threaded sleeve will rotate in the convex groove opened in the top end of the first diagonal support tube, so that the supporting screw moves from the inside to the outside of the first diagonal support tube along the first threaded sleeve, and the movable block installed at one end of the supporting screw will move in the tube during the movement, and the sliders installed on both sides of the movable block will slide in the sliding grooves opened on the inner wall of the tube, so as to adjust the threaded short rod at the outermost end of the inner wall of the lower reinforcement beam and the base. The length of the first diagonal support tube is adjusted by the distance between the threaded short rods at the outermost ends of the top surface of the plate, and the first diagonal support tube is rotated through the T-joint at the bottom end of the first diagonal support tube, and the two ends of the T-joint will rotate in the rotating holes opened on both sides of the inner wall of the notch of the concave block, so that the first diagonal support tube presents a certain inclination, and then the concave block on the T-joint at the front end of the supporting screw is rotated, so that the threaded long rod on the outer wall of the concave block abuts against the threaded short rod at the outermost end of the inner wall of the reinforced crossbeam, and then the second threaded sleeve on the threaded long rod is rotated to be threadedly connected with the threaded short rod, so that the top-returning diagonal support rod structure formed by the first diagonal support tube and the supporting screw and the use of the supporting formwork can play the role of top-returning diagonal support for the super-high brick tire membrane body; Step 3, then: according to the operation steps of step 2, the second diagonal support tube is installed and fixed between the upper reinforcement beam and the base plate by the above steps, so as to further strengthen the top diagonal support of the super-high brick tire membrane body; Step 4. Finally, according to the distance between the left and right symmetrical reinforcement beams, rotate the first threaded sleeves at both ends of the horizontal support tube to move the support screws out of the two ends of the horizontal support tube, and then adjust the length of the horizontal support tube until the long threaded rod at the outer end of the support screw abuts against the short threaded rod in the middle of the inner wall of the reinforcement beam. Then rotate the second threaded sleeve to thread the short threaded rod to fix the horizontal support tube between the support formworks, and provide lateral reinforcement support for the super-high brick membrane body, thereby effectively supporting and reinforcing the super-high brick membrane body, improving construction efficiency, and shortening the construction period. Compared with the prior art, the present invention has the following beneficial effects: The first and second threaded sleeves are used to connect the first and second horizontal support tubes, and the second and second horizontal support tubes are used to connect the first and second horizontal support tubes, so that the length of the first and second horizontal support tubes can be adjusted quickly. Therefore, the top-return diagonal bracing mechanism can effectively reinforce and support the super-high brick membrane, avoiding the problem of tipping over after the super-high brick membrane body is built. During construction, it is only necessary to connect the first diagonal bracing tube and the second diagonal bracing tube between the supporting formwork and the base plate, and connect the horizontal supporting tube between the supporting formworks to complete the top-return diagonal bracing reinforcement of the super-high brick membrane body. The overall structure is simple and convenient to use, and flexible to use. It is not only convenient for construction and subsequent disassembly, but also can be used repeatedly and is not easy to be damaged, thereby improving construction efficiency, thereby improving the supporting and reinforcing effect of the super-high brick membrane body, and ensuring the building quality of the super-high brick membrane body. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a front view schematic diagram of the overall structure of the present invention; Figure 2 It is a schematic diagram of the overall structure of the present invention; Figure 3 is a schematic diagram of the overall structure of the substrate of the present invention; Figure 4It is a schematic diagram of the overall structure of the support formwork of the present invention; Figure 5 It is a schematic diagram of the cut-away structure of the top-returning diagonal bracing mechanism of the present invention; Figure 6 It is a schematic diagram of the overall structure of the second diagonal bracing tube of the present invention; Figure 7 It is a schematic diagram of the overall structure of the horizontal support tube of the present invention; Figure 8 For the present invention Figure 5 A schematic diagram of the structure at A; Fig. 9 For the present invention Figure 5 An enlarged schematic diagram of the structure at location B.

[0016] In the figure: 1. ground foundation; 2. super-high brick membrane body; 3. top return diagonal bracing mechanism; 4. base plate; 5. mounting hole; 6. threaded short rod; 7. bolt; 8. support formwork; 9. reinforcement beam; 10. first diagonal bracing tube; 11. second diagonal bracing tube; 12. horizontal support tube; 13. support screw; 14. convex groove; 15. slide groove; 16. first threaded sleeve; 17. convex ring; 18. T-joint; 19. concave block; 20. rotating hole; 21. threaded long rod; 22. second threaded sleeve; 23. movable block; 24. slider. DETAILED DESCRIPTION

[0017] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods. Example

[0018] like Figure 1 - Fig. 9As shown, a simple and convenient super-high brick membrane return top diagonal bracing rod comprises a ground foundation 1, a group of symmetrical super-high brick membrane bodies 2 are arranged on the top surface of the ground foundation 1, and a return top diagonal bracing mechanism 3 is arranged between the left and right symmetrical super-high brick membrane bodies 2, and the return top diagonal bracing mechanism 3 comprises a base plate 4, a support template 8, a first diagonal bracing tube 10, a second diagonal bracing tube 11, a horizontal support tube 12, a support screw 13, a first threaded sleeve 16, a T-joint 18, a concave block 19 and a threaded long rod 21, one end of the first diagonal bracing tube 10 and the second diagonal bracing tube 11 and a water The two ends of the flat support tube 12 are movably connected with the support screw 13 through the first threaded sleeve 16, and the other ends of the first diagonal support tube 10 and the second diagonal support tube 11 and one end of the support screw 13 are movably connected with the concave block 19 through the T-joint 18, the outer side wall of the concave block 19 and the outer side ends of the support screw 13 at the two ends of the horizontal support tube 12 are fixedly connected with the threaded long rod 21, and the threaded long rod 21 is fixedly connected with the inner side wall of the reinforcing beam 9 on the inner side wall of the support template 8 and the threaded short rod 6 on the top surface of the base plate 4 through the second threaded sleeve 22.

[0019] like Figure 3 As shown, four mounting holes 5 are provided on the top surface of the base plate 4, and bolts 7 are inserted and installed in the mounting holes 5, and the bolts 7 are threadedly connected with the ground foundation 1. Four threaded short rods 6 are also fixedly installed on the top surface of the base plate 4. After the bolts 7 are inserted into the mounting holes 5 provided on the top surface of the base plate 4 and connected and fixed with the ground foundation 1, the base plate 4 can be installed and fixed on the ground foundation 1 for use, and the first diagonal brace tube 10 and the second diagonal brace tube 11 can be connected and fixed with the threaded short rods 6, so as to prevent the first diagonal brace tube 10 and the second diagonal brace tube 11 from being displaced when used as the top return diagonal brace rod.

[0020] like Figure 4 As shown, a group of left-right symmetrical support templates 8 are provided, and the two support templates 8 are respectively closely attached to the opposite surface walls of the left-right symmetrical super-high brick membrane body 2, and a group of top-to-bottom symmetrical reinforcing beams 9 are fixedly installed on the inner side wall of the support template 8, and three threaded short rods 6 are also fixedly installed on the inner side wall of the reinforcing beams 9. The super-high brick membrane body 2 is supported by the support template 8, and the reinforcing beams 9 installed on the inner side wall of the support template 8 can improve the strength of the support template 8 when supporting the super-high brick membrane body 2, and the threaded short rods 6 provided on the reinforcing beams 9 are used to connect and fix the support screws 13.

[0021] like Figure 5 - Figure 8As shown, an annular convex groove 14 is respectively provided on the top of the first diagonal support tube 10 and the second diagonal support tube 11 and the left and right end walls of the horizontal support tube 12, and a group of symmetrical slide grooves 15 are respectively provided on the inner walls of the first diagonal support tube 10, the second diagonal support tube 11 and the second diagonal support tube 11. The provided convex groove 14 enables the convex ring 17 to realize the rotation operation, and the provided slide groove 15 enables the slider 24 to realize the sliding operation.

[0022] like Figure 5 - Figure 8 As shown, a convex ring 17 is fixedly mounted on one end of the first threaded sleeve 16, and the convex ring 17 is movably mounted in the annular convex groove 14. When adjusting the length of the first diagonal support tube 10, the second diagonal support tube 11 and the horizontal support tube 12, the first threaded sleeve 16 mounted thereon can be rotated, and the first threaded sleeve 16 will drive the convex ring 17 to rotate in the annular convex groove 14 when the first threaded sleeve 16 is positioned and rotated.

[0023] like Figure 5 - Fig. 9 As shown, a movable block 23 is fixedly installed at one end of the support screw 13, and sliders 24 are fixedly installed on both sides of the outer wall of the movable block 23, respectively. The sliders 24 are movably installed in the slide groove 15, and the support screw 13 is threadedly connected with the first threaded sleeve 16. Under the positioning and rotating action of the first threaded sleeve 16, the support screw 13 in the tube will move outward under the premise of being threadedly connected with the first threaded sleeve 16. During the movement, the movable block 23 installed at one end of the support screw 13 will move in the tube, and the sliders 24 on both sides of the outer wall of the movable block 23 will slide in the slide groove 15, so as to achieve the purpose of flexibly adjusting the use length of the first diagonal support tube 10, the second diagonal support tube 11 and the horizontal support tube 12 according to the construction requirements.

[0024] like Figure 8 and Fig. 9 As shown, the other end of the support screw 13 and the bottom ends of the first and second diagonal support tubes 10 and 11 are respectively fixedly mounted with a T-joint 18. Through the T-joint 18 mounted on one end of the first and second diagonal support tubes 10 and 11 and one end of the support screw 13 inside them, the concave block 19 can be rotated along the T-joint 18 through the rotation holes 20 opened on both sides of the inner wall of the notch, so that the threaded long rod 21 on the outer side wall of the concave block 19 abuts against the threaded short rod 6.

[0025] like Figure 8 and Fig. 9As shown, the inner wall of the notch of the concave block 19 is provided with rotation holes 20 on both sides, and the two ends of the T-joint 18 are movably installed in the rotation holes 20, respectively. The outer wall of the concave block 19 and the outer ends of the support screws 13 at both ends of the horizontal support tube 12 are respectively fixedly installed with threaded long rods 21, and the outer side of the threaded long rod 21 is threadedly connected with a second threaded sleeve 22, which is also threadedly connected with the threaded short rod 6. The second threaded sleeve 22 on the outer side wall of the concave block 19 at the top of the first diagonal support tube 10 and the second diagonal support tube 11 can be threadedly connected with the threaded short rod 6 on the top surface of the base plate 4 by rotating, and the concave block 19 and the base plate 4 are fixed together. Then, according to the threaded short rods 6 on the inner wall of the reinforcing beam 9 above and below the inner wall of the supporting template 8, the first diagonal support tube 10 or the second diagonal support tube 11 is rotated to make the two ends of the T-joint 18 rotate in the rotating holes 20 opened on the concave block 19, and after the first diagonal support tube 10 and the second diagonal support tube 11 are tilted, the concave block 19 on the T-joint 18 on the end wall of the supporting screw 13 is rotated to make the threaded long rod 21 abut against the corresponding threaded short rod 6 on the reinforcing beam 9, and then the second threaded sleeve 22 is rotated to be threadedly connected with the threaded short rod 6, so that the first diagonal support tube 10 and the second diagonal support tube 11 can be installed between the base plate 4 and the supporting template 8. In this way, the supporting formwork 8 can play the role of double back-to-top diagonal bracing for the super-high brick membrane body 2. At the same time, by rotating the second threaded sleeve 22 outside the threaded long rod 21 at the outer end of the inner supporting screw 13 at both ends of the horizontal support tube 12 to make it threadedly connected with the corresponding threaded short rod 6 on the reinforcing beam 9, it can further play the role of horizontal support processing between the supporting formworks 8, thereby improving the back-to-top diagonal bracing reinforcement effect of the super-high brick membrane body 2.

[0026] like Figure 1 and Figure 2 As shown, at least four first diagonal support tubes 10 and second diagonal support tubes 11, two horizontal support tubes 12 and two base plates 4 are arranged between the support templates 8 to ensure that the top-returning diagonal support mechanism 3 can effectively realize the top-returning diagonal support function for the super-high brick tire membrane body 2. Example

[0027] A simple and convenient method for using an ultra-high brick membrane top-return diagonal bracing rod comprises the following steps: Step 1. First, place the two supporting templates 8 against the inner side walls of the super-high brick membrane body 2 which are symmetrical on the top surface of the ground foundation 1, then insert the bolts 7 into the mounting holes 5 opened on the top surfaces of the two base plates 4, and fix the bolts 7 to the ground foundation 1 to fix the base plates 4 on the top surface of the ground foundation 1 and place them between the supporting templates 8.

[0028] Step 2. Secondly, rotate the second threaded sleeve 22 at the bottom end of the first diagonal support tube 10, and the second threaded sleeve 22 will realize threaded rotation operation on the threaded long rod 21 installed on the outer side wall of the concave block 19, until it is threadedly connected with the threaded short rod 6 at the outermost end of the top surface of the substrate 4, and then rotate the first threaded sleeve 16 at the top end of the first diagonal support tube 10, and the convex ring 17 installed at one end of the first threaded sleeve 16 will rotate in the convex groove 14 opened in the top end of the first diagonal support tube 10, so that the support screw 13 moves from the inside to the outside of the first diagonal support tube 10 along the first threaded sleeve 16, and the movable block 23 installed at one end of the support screw 13 will move in the tube during the movement, and the sliders 24 installed on both sides of the movable block 23 will slide in the slide groove 15 opened on the inner wall of the tube, so as to adjust the length of the first diagonal support tube 10 according to the distance between the threaded short rod 6 at the outermost end of the inner side wall of the lower reinforcing beam 9 and the threaded short rod 6 at the outermost end of the top surface of the substrate 4. The first diagonal support tube 10 is rotated through the T-joint 18 at the bottom end of the first diagonal support tube 10, and the two ends of the T-joint 18 will rotate in the rotation holes 20 opened on both sides of the inner wall of the notch of the concave block 19, so that the first diagonal support tube 10 presents a certain inclination, and then the concave block 19 on the T-joint 18 at the front end of the support screw 13 is rotated, so that the threaded long rod 21 on the outer wall of the concave block 19 abuts against the threaded short rod 6 at the outermost end of the inner wall of the reinforcement beam 9, and then the second threaded sleeve 22 on the threaded long rod 21 is rotated to be threadedly connected with the threaded short rod 6. In this way, the top-returning diagonal support rod structure formed by the first diagonal support tube 10 and the support screw 13 and the use of the support template 8 can play the role of top-returning diagonal support for the super-high brick tire membrane body 2; Step 3, then: according to the operation steps of step 2, the second diagonal support tube 11 is installed and fixed between the upper reinforcement beam 9 and the base plate 4 using the above steps. In this way, the super-high brick tire membrane body 2 can be further strengthened to support the top; Step 4. Finally, according to the distance between the bilaterally symmetrical reinforcement beams 9, the first threaded sleeves 16 at both ends of the horizontal support tube 12 are rotated to move the support screw 13 out of the two ends of the horizontal support tube 12, and the length of the horizontal support tube 12 can be adjusted. After the threaded long rod 21 at the outer end of the support screw 13 abuts against the threaded short rod 6 in the middle of the inner wall of the reinforcement beam 9, the second threaded sleeve 22 is rotated to be threadedly connected with the threaded short rod 6, and the horizontal support tube 12 can be installed and fixed between the support templates 8, and can play a role in lateral reinforcement and support for the super-high brick tire membrane body 2. Thereby, the super-high brick tire membrane body 2 can be effectively supported and reinforced. The overall structure is simple and convenient to use, and it is flexible to use. The first diagonal support tube 1, the second diagonal support tube 11 and the horizontal support tube 12 can be quickly disassembled and assembled with the support template 8 and the base plate 4, without the need to use other connectors, which is not only convenient for construction and subsequent disassembly, but also can be repeatedly used, not easy to be damaged, and improves construction efficiency. Thereby, the supporting and reinforcing effect of the super-high brick membrane body 2 is improved, and the masonry quality of the super-high brick membrane body 2 is guaranteed.

[0029] The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, various improvements may be made to the present invention and parts thereof may be replaced by equivalents, or some technical features thereof may be replaced by equivalents without departing from the scope of the present invention. All that is within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A simple and convenient super-high brick membrane top-return diagonal support rod, comprising a ground foundation (1), the top surface of which is provided with a group of symmetrical super-high brick membrane bodies (2), characterized in that: A top-returning diagonal bracing mechanism (3) is provided between the bilaterally symmetrical super-high brick membrane bodies (2), and the top-returning diagonal bracing mechanism (3) comprises a base plate (4), a supporting template (8), a first diagonal bracing tube (10), a second diagonal bracing tube (11), a horizontal supporting tube (12), a supporting screw rod (13), a first threaded sleeve (16), a T-joint (18), a concave block (19) and a threaded long rod (21), wherein one end of the first diagonal bracing tube (10) and the second diagonal bracing tube (11) and both ends of the horizontal supporting tube (12) are movably connected via the first threaded sleeve (16). A support screw (13) is connected, and the other ends of the first oblique support tube (10) and the second oblique support tube (11) and one end of the support screw (13) are movably connected to a concave block (19) via a T-joint (18), and the outer side wall of the concave block (19) and the outer side ends of the support screw (13) at both ends of the horizontal support tube (12) are fixedly connected to a threaded long rod (21), and the threaded long rod (21) is fixedly connected to the inner side wall of the reinforcing beam (9) on the inner side wall of the support template (8) and the threaded short rod (6) on the top surface of the base plate (4) via a second threaded sleeve (22).

2. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 1, characterized in that: The top surface of the base plate (4) is provided with four mounting holes (5), and bolts (7) are inserted into the mounting holes (5), the bolts (7) are threadedly connected to the ground foundation (1), and four threaded short rods (6) are also fixedly mounted on the top surface of the base plate (4).

3. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 2, characterized in that: The support template (8) is provided with a group of left-right symmetrical ones, and the two support templates (8) are respectively closely attached to the opposite surface walls of the left-right symmetrical super-high brick membrane body (2), and a group of top-to-bottom symmetrical reinforcing beams (9) are fixedly installed on the inner side wall of the support template (8), and three threaded short rods (6) are also fixedly installed on the inner side wall of the reinforcing beam (9).

4. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 3, characterized in that: Annular convex grooves (14) are respectively provided on the top ends of the first diagonal support tube (10) and the second diagonal support tube (11) and on the left and right end walls of the horizontal support tube (12), and a group of symmetrical sliding grooves (15) are respectively provided on the inner walls of the first diagonal support tube (10), the second diagonal support tube (11) and the second diagonal support tube (11).

5. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 4, characterized in that: A convex ring (17) is fixedly mounted on one end of the first threaded sleeve (16), and the convex ring (17) is movably mounted in the annular convex groove (14).

6. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 5, characterized in that: A movable block (23) is fixedly mounted on one end of the support screw rod (13), and sliding blocks (24) are fixedly mounted on both sides of the outer wall of the movable block (23), respectively. The sliding blocks (24) are movably mounted in the slide groove (15), and the support screw rod (13) is threadedly connected to the first threaded sleeve (16).

7. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 6, characterized in that: The other end of the support screw (13) and the bottom ends of the first diagonal support tube (10) and the second diagonal support tube (11) are respectively fixedly mounted with a T-shaped joint (18).

8. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 7, characterized in that: Rotation holes (20) are respectively provided on both sides of the inner wall of the notch of the concave block (19), and the two ends of the T-joint (18) are movably mounted in the rotation holes (20). A threaded long rod (21) is respectively fixedly mounted on the outer wall of the concave block (19) and on the outer ends of the supporting screw rods (13) at both ends of the horizontal supporting tube (12), and the outer side of the threaded long rod (21) is threadedly connected to a second threaded sleeve (22), and the second threaded sleeve (22) is also threadedly connected to the threaded short rod (6).

9. A simple and convenient super-high brick membrane top-return diagonal bracing rod according to claim 8, characterized in that: At least four first oblique support tubes (10) and second oblique support tubes (11), two horizontal support tubes (12) and two base plates (4) are arranged between the support templates (8).

10. A simple and convenient method for using a super-high brick membrane top-returning diagonal bracing rod, using the super-high brick membrane top-returning diagonal bracing rod according to any one of claims 1 to 9, characterized in that: The following steps are involved: Step 1: After the two supporting templates (8) are respectively placed against the inner side walls of the super-high brick membrane body (2) which is symmetrical on the top surface of the ground foundation (1), the bolts (7) are inserted into the mounting holes (5) opened on the top surfaces of the two base plates (4), and the bolts (7) are fixedly connected to the ground foundation (1), so as to fix the base plates (4) on the top surface of the ground foundation (1) and place them between the supporting templates (8); Step 2: Rotate the second threaded sleeve (22) at the bottom end of the first diagonal support tube (10), and the second threaded sleeve (22) will realize a threaded rotation operation on the threaded long rod (21) installed on the outer side wall of the concave block (19), until it is threadedly connected with the threaded short rod (6) at the outermost end of the top surface of the base plate (4), and then rotate the first threaded sleeve (16) at the top end of the first diagonal support tube (10), and the convex ring (17) installed at one end of the first threaded sleeve (16) will be on the first diagonal support tube (10). ) is rotated in the convex groove (14) opened at the top of the supporting screw (13), so that the supporting screw (13) moves from the inside to the outside of the first diagonal support tube (10) along the first threaded sleeve (16), and when moving, the movable block (23) installed at one end of the supporting screw (13) will move in the tube, and the sliders (24) installed on both sides of the movable block (23) will slide in the sliding groove (15) opened on the inner wall of the tube, so as to adjust the threaded short rod (6) at the outermost end of the inner wall of the lower reinforcing cross beam (9) and the base plate ( 4) The length of the first diagonal support tube (10) is adjusted by adjusting the distance between the threaded short rod (6) at the outermost end of the top surface. The first diagonal support tube (10) is rotated through the T-joint (18) at the bottom end of the first diagonal support tube (10). The two ends of the T-joint (18) are rotated in the rotation holes (20) opened on both sides of the inner wall of the notch of the concave block (19), so that the first diagonal support tube (10) presents a certain inclination, and then the concave block (19) on the T-joint (18) at the front end of the support screw (13) is rotated. 9), after the threaded long rod (21) on the outer side wall of the concave block (19) is brought into contact with the threaded short rod (6) at the outermost end of the inner side wall of the reinforcing crossbeam (9), the second threaded sleeve (22) on the threaded long rod (21) is rotated to be threadedly connected with the threaded short rod (6), so that the top-returning diagonal support rod structure formed by the first diagonal support tube (10) and the support screw rod (13) and the use of the support template (8) can play the role of top-returning diagonal support for the super-high brick tire membrane body (2); Step 3: According to the operation steps of step 2, the second diagonal support tube (11) is installed and fixed between the upper reinforcement beam (9) and the base plate (4) using the above steps, thereby further strengthening the top diagonal support of the super-high brick tire membrane body (2); Step 4: According to the distance between the left-right symmetrical reinforcement beams (9), the first threaded sleeves (16) at both ends of the horizontal support tube (12) are rotated to move the support screw rods (13) out of the two ends of the horizontal support tube (12). The length of the horizontal support tube (12) can be adjusted until the threaded long rod (21) at the outer end of the support screw rod (13) abuts against the threaded short rod (6) in the middle of the inner wall of the reinforcement beam (9). Then, the second threaded sleeve (22) is rotated to threadably connect with the threaded short rod (6), and the horizontal support can be fixed. The cylinder (12) is installed and fixed between the supporting templates (8), and can play a role in lateral reinforcement support for the super-high brick membrane body (2), thereby effectively supporting and reinforcing the super-high brick membrane body (2). The overall structure is simple and convenient, and flexible to use. It is not only convenient for construction and subsequent disassembly, but also can be used repeatedly and is not prone to damage, thereby improving construction efficiency, thereby improving the support and reinforcement effect of the super-high brick membrane body (2), and ensuring the masonry quality of the super-high brick membrane body (2).

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