High formwork top longitudinal cross rod safety clamping mechanism and construction method
By using the safety clamping mechanism of the longitudinal and transverse bars at the top of the high formwork, and by combining the clamping components and tie bolts, the problem of purlin structure damage during the installation of the corner bracing mechanism of the high formwork is solved, achieving the effects of stable connection and reduced construction costs.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-08-15
- Publication Date
- 2026-04-10
AI Technical Summary
Existing high-support corner bracing mechanisms are prone to damaging the purlin structure during installation, resulting in poor reusability and weak connection stability, which increases construction costs.
A safety clamping mechanism for the top longitudinal and transverse bars of the high-support formwork is adopted. The clamping components include clamping parts, adjusting parts and tie bolts. Through the combination of multi-link structure and tie bolts, a stable connection between the longitudinal and transverse bars is achieved, avoiding damage to the purlin structure by the screws.
It enables the rapid, precise, and secure connection of longitudinal and transverse members without damaging the purlin structure, improving structural stability and reusability while reducing construction costs.
Smart Images

Figure CN117027374B_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of high formwork corner brace mechanism, in particular to a high formwork top longitudinal and transverse rod safe clamping mechanism and construction method. BACKGROUND
[0002] The high formwork refers to the formwork support system of concrete component, which has a height of 8m or above, or a span of 18m or above, and belongs to the dangerous sub-item project of a certain scale. The high formwork engineering has the characteristics of complexity, high risk and accident burst. The corner brace refers to the support rod between the beam and the purlin, the column and the purlin, the wall corner brace on the wall surface, the roof corner brace on the roof surface, or the nearly 45° direction inclined brace connecting the steel beam and the purlin. The angle between the corner brace and the web of the steel frame component should not be greater than 45°. The existing high formwork corner brace mechanism is designed in a traditional way, which is only a common connecting piece plus a screw. It is not only troublesome to install, but also has poor connection stability between the beam and the purlin of the high formwork, and the structure of the purlin needs to be damaged. The purlin is generally made of square wood. When the screw scheme is used, the structure of the square wood is damaged every time, which has poor reuse effect and causes the problem of high construction cost. SUMMARY
[0003] The technical problem to be solved by the present application is how to quickly and accurately and stably complete the support between the transverse rod and the longitudinal rod without damaging the structure of the longitudinal rod (purlin).
[0004] In order to solve the above technical problem, the inventors have summarized the technical scheme of the present application through practice. The present application adopts the following technical scheme: a high formwork top longitudinal and transverse rod safe clamping mechanism, comprising:
[0005] A top support, a transverse rod and a longitudinal rod arranged at the top of the high formwork system;
[0006] A clamping assembly is installed on the top support, the clamping assembly comprises an adjusting piece and a sliding sleeve installed on the top support, the adjusting piece is suitable for adjusting the position of the sliding sleeve up and down along the height direction of the top support, and a clamping piece is installed on the outer side of the sliding sleeve, the clamping piece is suitable for clamping the longitudinal rod left and right along the side of the transverse rod;
[0007] The clamping piece comprises a main rod, a secondary rod and an auxiliary rod, one end of the main rod is rotatably installed on the side of the sliding sleeve, one end of the secondary rod is rotatably installed on the top support, and one end of the auxiliary rod is rotatably installed with a clamping body, the free ends of the main rod, the secondary rod and the auxiliary rod are rotatably installed through a rotating shaft, and the clamping body is suitable for being slidably installed on the top support along the length direction of the transverse rod and suitable for clamping the longitudinal rod left and right.
[0008] Preferably, the clamping body comprises a pressure bearing plate, the two ends of the pressure bearing plate are respectively connected with a guide plate and a clamping plate, the pressure bearing plate is adapted to be arranged at 45° with the projection of the horizontal bar and the vertical bar on the horizontal plane, the guide plate is adapted to move along the length direction of the side of the horizontal bar, and the clamping plate is adapted to clamp the vertical bar left and right.
[0009] Preferably, the guide plate comprises a connecting plate one and a connecting plate two which are integrally connected with the pressure bearing plate, the connecting plate two comprises a connecting part one which is coplanar with the connecting plate one and a folding part one which is arranged perpendicularly to the pressure bearing plate.
[0010] Preferably, the clamping plate comprises a connecting plate three and a connecting plate four which are integrally connected with the pressure bearing plate, the connecting plate four comprises a connecting part two which is coplanar with the connecting plate three and a folding part two which is arranged perpendicularly to the pressure bearing plate.
[0011] Preferably, the clamping assembly is provided with two groups, the clamping body is provided with four and arranged at four corner points of a rectangular structure, each of the pressure bearing plates is vertically provided with a corresponding group of through holes, each group of through holes is provided with a pair of tension bolts, and each group of the pair of tension bolts comprises at least two, and the two pair of tension bolts are distributed in a staggered manner.
[0012] Preferably, a pressing plate is arranged between the upper end of the pair of tension bolts and the clamping body, the pressing plate comprises a pressure bearing part and a pressing part located at the two ends of the pressure bearing part, the pressure bearing part is provided with a through hole corresponding to the position of the through hole, the pressing part is provided with a pressing body arranged in parallel with the pair of tension bolts on the corresponding pressure bearing plate, and the connecting part one and the connecting part two are provided with horizontal inclined holes suitable for the pressing body to pass through.
[0013] Preferably, the vertical bar and the horizontal bar are provided with a support body in the overlapping area of the horizontal projection, the support body comprises a top support plate located at the top and a bottom support plate, and a support plate located between the two top support plates, the support plate is vertically arranged and has a cross-shaped structure, and the diagonal lines of the projection structures of the support plate and the two top support plates on the horizontal plane are coincident.
[0014] Preferably, the support plate is provided with a connecting hole for the pair of tension bolts to pass through.
[0015] Preferably, the auxiliary rod is a telescopic rod suitable for clamping and fixing vertical bars of different size specifications, the top of the top support is provided with a sliding groove for clamping the vertical bar left and right, and the cross section of the sliding groove is a T-shaped structure.
[0016] A construction method of a high formwork top vertical and horizontal bar safety clamping mechanism, the steps are as follows:
[0017] Step one: making a top support
[0018] A sliding groove is formed along the length direction of the cross bar on the top support horizontal plate of the top support, a clamping body is installed in the sliding groove, a sliding sleeve is sleeved on the outer side of the top support vertical rod, and external threads are processed on the vertical rod near the bottom area, an adjusting member is connected through the external threads, and the sliding sleeve is adjusted in the up direction by the threaded connection between the adjusting member and the vertical rod;
[0019] Step two: assemble the clamping member
[0020] Four groups of main rods are connected through connecting shafts on the outer side of the sliding sleeve, the top of the four groups of main rods is connected with a secondary rod and an auxiliary rod through connecting shafts, the top of the secondary rod is connected with the support horizontal plate on the top of the top support through connecting shafts, the secondary rod is used to enhance the structural stability, and the top of the auxiliary rod is connected with the side of the clamping body through connecting shafts;
[0021] Step three: assemble the high formwork system
[0022] A bottom support is installed on the floor slab or the ground according to the design drawing at the predetermined mark, the vertical rods, the cross bars and the scissors braces of the main body structure are installed layer by layer, the top support is installed at the top, the top support is adjusted to the design elevation, the cross bar is installed on the top support horizontal plate at the top of the top support, and the support body and the vertical rod are installed at the predetermined mark of the cross bar;
[0023] Step four: assemble the cross bar and the vertical rod
[0024] The sliding sleeve is driven to move up along the external threads by rotating the adjusting member, and then the clamping member is used to clamp the vertical rod along the length direction of the horizontal projection of the cross bar;
[0025] Step five: install the opposite pulling bolt
[0026] The corresponding pressing plates are installed on the outer side of the clamping member, the pressing plates and the clamping body are fixed by diagonally pressing the cross bar and the vertical rod through the opposite pulling bolt, and during the adjustment of the nuts at both ends of the opposite pulling bolt, the pressing body is pressed on the corresponding cross bar and vertical rod, and the final erection of the high formwork system is completed.
[0027] Compared with the prior art, the application has the following technical effects: the clamping assembly can clamp and fix the vertical rod along the length direction of the horizontal rod in the horizontal plane projection, the clamping and fixing adopts a multi-link structure composed of a main rod, a secondary rod, an auxiliary rod and a clamping body, the clamping body is used for clamping and fixing the vertical rod, the clamping body adopts a pressure bearing plate, a guide plate and a clamping plate, the guide plate is provided with a structure for moving along the length direction of the horizontal rod in the horizontal plane projection, the clamping plate is suitable for clamping the vertical rod from left and right, the clamping plate and the guide plate are both provided with two connecting parts in contact with the side of the corresponding rod, and a folding part connected with the pressure bearing plate, the folding part can improve the stability and reliability of the structure, and ensure the overall structural strength of the overall corner brace structure. Meanwhile, a tension bolt is additionally arranged to press and fix the pressure bearing plate and the pressure plate, the tension bolt can fix the pressure bearing plate and the pressure plate along the diagonal line, the pressure plate is provided with a pressure body on one side relative to the rod, the corresponding rod is reinforced after the clamping body and the pressure plate are connected by the tension bolt, the relative sliding of the horizontal rod and the vertical rod is ensured, the anti-sliding effect of the structure is improved, the problem of poor screw stability is eliminated, the tension bolt and the connected reinforced rod are completed, the clamping force of the multi-link structure is released, and the problem of collapse of the multi-link structure is prevented. The support body is fixed between the horizontal rod and the vertical rod by the tension bolt, and the up-down height and the longitudinal support strength of the structure are ensured. The application adopts the clamping structure to complete the preliminary support, the tension bolt and the pressure plate are used to complete the final support, and the screw-free structure is realized without any damage or change. BRIEF DESCRIPTION OF DRAWINGS
[0028] Figure 1 It is an overall structure schematic diagram of an embodiment of the application;
[0029] Figure 2 It is Figure 1 a top view of the structure;
[0030] Figure 3 It is Figure 1 a structure schematic diagram of a clamping body single piece in the middle
[0031] Figure 4 It is an overall structure schematic diagram of an embodiment of the application;
[0032] Figure 5 It is Figure 4 a top view of the structure;
[0033] Figure 6 It is Figure 4 a structure schematic diagram of a clamping body single piece in the middle
[0034] Figure 7 It is Figure 6 a structure schematic diagram of a clamping body single piece in the middle
[0035] Figure 8 It isFigure 1 and Figure 4 the overall structure schematic diagram of the support body in
[0036] Figure 9 the connection structure schematic diagram of the clamping body and the top support;
[0037] Figure 10 the structure schematic diagram of the auxiliary rod being a telescopic rod;
[0038] Figure 11 the sectional view of the auxiliary rod.
[0039] In the figure: 1, top support; 11, sliding groove; 2, horizontal rod; 3, vertical rod; 4, adjusting piece; 5, sliding sleeve; 6, clamping piece; 61, main rod; 62, secondary rod; 63, auxiliary rod; 7, clamping body; 71, pressure bearing plate; 72, guide plate; 721, connecting plate one; 722, connecting plate two; 7221, connecting part one; 7222, folding part one; 73, clamping plate; 731, connecting plate three; 732, connecting plate four; 733, connecting part two; 734, folding part two; 8, tension bolt; 9, pressure plate; 91, pressure bearing part; 92, pressure part; 93, pressure body; 10, support body; 101, top support plate; 102, support plate. DETAILED DESCRIPTION
[0040] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, not all the embodiments.
[0041] In the description of the present application, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application.
[0042] Embodiment 1, as shown in Figures 1 to 3 A high-formwork top longitudinal and horizontal rod safety clamping mechanism, comprising:
[0043] A top support 1, a horizontal rod 2 and a vertical rod 3 arranged at the top of a high-formwork system;
[0044] The top support 1 is provided with a clamping assembly, which comprises an adjusting piece 4 and a sliding sleeve 5 mounted on the top support 1. The adjusting piece 4 is adapted to adjust the position of the sliding sleeve 5 in the height direction of the top support 1. The outer side of the sliding sleeve 5 is provided with a clamping piece 6, which is adapted to clamp the vertical rod 3 from left to right along the side of the horizontal rod 2. The adjusting piece 4 is in a sleeve structure and is internally provided with internal threads. The outer side of the vertical rod of the top support 1 is provided with external threads. The height of the adjusting piece 4 is adjusted by the internal and external threads.
[0045] The clamping piece 6 is provided with four corner points arranged in a rectangular structure. The clamping piece 6 comprises a main rod 61, a secondary rod 62 and an auxiliary rod 63. One end of the main rod 61 is rotatably mounted on the side of the sliding sleeve 5. One end of the secondary rod 62 is rotatably mounted on the top support 1. One end of the auxiliary rod 63 is rotatably mounted with a clamping body 7. The free ends of the main rod 61, the secondary rod 62 and the auxiliary rod 63 are rotatably mounted by a rotating shaft. The clamping body 7 is adapted to be slidably mounted on the top support 1 along the length direction of the horizontal rod 2 and is adapted to clamp the vertical rod 3 from left to right.
[0046] The height of the sliding sleeve 5 is adjusted by rotating the adjusting piece 4. The multi-link structure composed of the main rod 61, the secondary rod 62 and the auxiliary rod 63 is relatively rotated, thereby enabling the clamping body 7 to clamp or release the vertical rod 3 from left to right. During the clamping or releasing process of the vertical rod 3, the clamping body 7 always moves along the length direction of the projection of the horizontal rod 2 on the horizontal plane.
[0047] In the embodiment 2, the following improvements are made on the basis of the above-mentioned embodiments, as shown in the figure. Figure 3 The clamping body 7 comprises a pressure receiving plate 71, two ends of which are respectively connected with a guide plate 72 and a clamping plate 73. The pressure receiving plate 71 is adapted to be arranged at an angle of 45° with the projection of the horizontal rod 2 and the vertical rod 3 on the horizontal plane. The guide plate 72 is adapted to move along the length direction of the side of the horizontal rod 2. The clamping plate 73 is adapted to clamp the vertical rod 3 from left to right. The pressure receiving plate 71 is adapted to be arranged at an angle of 90° with the projection of the horizontal rod 2 and the vertical rod 1 on the horizontal plane. The guide plate 72 moves along the length direction of the projection of the horizontal rod 2 on the horizontal plane. The projection of the clamping body 73 on the horizontal plane is adapted to clamp the vertical rod from left to right.
[0048] The guide plate 72 comprises a connecting plate one 721 and a connecting plate two 722 integrally connected with the pressure receiving plate 71. The connecting plate two 722 comprises a connecting part one 7221 coplanar with the connecting plate one 721 and a folding part one 7222 perpendicularly arranged with the pressure receiving plate 71. The connecting plate one 721 and the connecting part one 7221 are used to fit the side of the horizontal rod 1 to limit the forward and backward movement of the horizontal rod 1, i.e. the freedom degree along the length direction of the vertical rod 2. The folding part one 7222 improves the structural stability of the connecting part one 7221 and the connecting plate one 721.
[0049] The clamping plate 73 includes a connecting plate 3 731 and a connecting plate 4 732 integrally connected to the pressure plate 71. The connecting plate 4 732 includes a connecting portion 2 733 coplanar with the connecting plate 3 731 and a folding portion 2 734 perpendicularly disposed to the pressure plate 71. The connecting plate 2 731 and the connecting portion 2 733 clamp the side of the longitudinal rod 2, restricting the left and right movement of the longitudinal rod 1, i.e., the degree of freedom along the length direction of the horizontal rod 1. The folding portion 2 734 improves the structural stability of the connecting portion 2 733 and the connecting plate 1 731.
[0050] Example 3, based on the above examples, makes the following improvements: Figures 1 to 3 As shown, each of the pressure plates 71 is vertically provided with a set of corresponding through holes, that is, the two sets of pressure plates 71 distributed diagonally are provided with corresponding through holes. Each set of through holes is equipped with tie bolts 8. Each set of tie bolts 8 includes at least two tie bolts 8, which are staggered. The tie bolts 8 located on the two diagonals are staggered vertically. This structural arrangement can avoid the obstacle area when they overlap. The tie bolts 8 can be used to tie the two sets of clamping bodies 6 distributed diagonally to ensure the stability and reliability of the structure.
[0051] like Figure 5 and Figure 6 As shown, a pressure plate 9 is arranged between the end of the tie bolt 8 and the clamping body 7. The pressure plate 9 includes a bearing part 91 and pressure parts 92 located at both ends of the bearing part 91. The bearing part 91 is provided with a through hole corresponding to the position of the through hole. The pressure part 92 is provided with a pressure body 93 arranged parallel to the tie bolt 8 on the corresponding pressure plate 71. The connecting part 1 7221 and the connecting part 2 733 are provided with horizontally inclined holes suitable for the passage of the pressure body 93. By connecting the tie bolt 8, the pressure plate 9 and the bearing plate 71 are pressed and fixed, and the pressure body 93 can also press and fix the corresponding rod along the horizontally inclined holes to ensure structural stability and structural strength. After pressing, the pressure body 93 has a two-way figure-eight structure along the length direction of the corresponding rod, ensuring the anti-slip effect between the rod and the corresponding connecting part and the connecting plate, and improving the structural stability and anti-slip effect of the high formwork support structure.
[0052] Example 4, based on the above examples, makes the following improvements, such as... Figure 1 and Figure 4 , Figure 8As shown, a support body 10 is provided in the overlapping area of the vertical bar 3 and the horizontal bar 2 in the horizontal plane projection. The support body 10 includes top support plates 101 located at the top and bottom, and a support plate 102 located between the two top support plates 101. The support plate 102 is vertically arranged and has a cross-shaped structure. The diagonal of the support plate 102 coincides with the diagonal of the projection structure of the two top support plates 101 in the horizontal plane. The support plate 102 on the support body 10 is pressed and fixed by tie bolts 8, which fixes the position of the support body 10 between the horizontal bar 1 and the vertical bar 2, prevents vertical movement between the two bars, and improves the support strength.
[0053] The support plate 102 is provided with a connecting hole for the tie bolt 8 to pass through.
[0054] Example 5, based on the above examples, makes the following improvements, such as... Figure 10 and Figure 11 As shown, the auxiliary rod 63 is a telescopic rod suitable for clamping and fixing longitudinal rods 3 of different sizes and specifications.
[0055] Example 6, based on the above examples, makes the following improvements, such as... Figure 9 As shown, the top of the top support 1 is provided with a sliding groove 11 for the clamping body 7 to clamp the vertical rod 3 on the left and right. The sliding groove 11 has a sliding block 12 inside it, and the sliding block 12 is welded and fixed to the bottom of the clamping body 7. The cross section of the sliding groove 11 is a T-shaped structure.
[0056] A construction method for a safety clamping mechanism for the top longitudinal and transverse bars of a high formwork support includes the following steps:
[0057] Step 1: Make the top support 1
[0058] A groove 11 is made on the top support plate at the top of the top support 1 along the length of the crossbar 2. A clamping body 7 is installed in the groove 11. A sliding sleeve 5 is fitted on the outside of the upright of the top support 1. An external thread is machined in the area near the bottom of the upright. An adjusting part 4 is connected through the external thread. The upward height of the sliding sleeve 5 is adjusted by the threaded connection between the adjusting part 4 and the upright.
[0059] Step 2: Assemble clamping component 6
[0060] Four sets of main rods 61 are connected to the outside of the sliding sleeve 5 via connecting shafts. The tops of the four sets of main rods 61 are connected to secondary rods 62 and auxiliary rods 63 via connecting shafts. The tops of secondary rods 62 are connected to the top support plate of the top support 1 via connecting shafts. The secondary rods 62 enhance the structural stability. The tops of auxiliary rods 63 are connected to the side of the clamping body 7 via connecting shafts.
[0061] Step 3: Assemble the high formwork system
[0062] Install the bottom support on the floor or ground at the predetermined mark on the design drawing, install the vertical rods, horizontal rods 2 and scissors braces of the main body structure layer by layer, install the top support 1 at the top, adjust the top support 1 to the design elevation, install the horizontal rods 2 on the top support 1 top support horizontal plate, install the support body 10 and vertical rods 3 at the predetermined mark of the horizontal rods 2;
[0063] Step four: assemble the horizontal rods 2 and vertical rods 3
[0064] By rotating the adjusting part 4, the sliding sleeve 5 is driven to move upward along the outer thread, and then the clamping part 6 is driven to clamp the vertical rod 3 along the length direction of the horizontal projection of the horizontal rod 2;
[0065] Step five: install the tensioning bolt 8
[0066] Install the corresponding pressing plate 9 outside the clamping part 6, and diagonally press and fix the horizontal rods 2 and vertical rods 3 by the tensioning bolt 8, and in the process of adjusting the nuts at both ends of the tensioning bolt 8, the section pressing body 93 is pressed on the corresponding horizontal rods 2 and vertical rods 3, and the final erection of the high formwork system is completed.
[0067] The above is only the preferred specific embodiment of the present application, but the protection scope of the present application is not limited to this. The substitution can be the substitution of part of the structure, device, method step, or the complete technical solution. According to the technical solution and the inventive concept of the present application, equivalent substitution or change should be covered in the protection scope of the present application.
Claims
1. A high formwork top longitudinal cross bar safety clamping mechanism, characterized in that, The utility model relates to a high formwork system, which comprises a top support (1), a horizontal rod (2) and a vertical rod (3) arranged at the top of the high formwork system. The top support (1) is provided with a clamping assembly, which comprises an adjusting piece (4) and a sliding sleeve (5) mounted on the top support (1). The adjusting piece (4) is adapted to adjust the position of the sliding sleeve (5) up and down along the height direction of the top support (1). The outer side of the sliding sleeve (5) is provided with a clamping piece (6) adapted to clamp the vertical rod (3) left and right along the side of the horizontal rod (2). The clamping piece (6) comprises a main rod (61), a secondary rod (62) and an auxiliary rod (63). One end of the main rod (61) is rotatably mounted on the side of the sliding sleeve (5). One end of the secondary rod (62) is rotatably mounted on the top support (1). One end of the auxiliary rod (63) is rotatably provided with a clamping body (7). The free ends of the main rod (61), the secondary rod (62) and the auxiliary rod (63) are rotatably mounted by a rotating shaft. The clamping body (7) is adapted to be slidably mounted on the top support (1) along the length direction of the horizontal rod (2) and to clamp the vertical rod (3) left and right. The clamping body (7) comprises a pressure receiving plate (71). Two ends of the pressure receiving plate (71) are respectively connected with a guide plate (72) and a clamping plate (73). The pressure receiving plate (71) is adapted to be arranged at an angle of 45° with the projections of the horizontal rod (2) and the vertical rod (3) on the horizontal plane. The guide plate (72) is adapted to move along the length direction of the side of the horizontal rod (2). The clamping plate (73) is adapted to clamp the vertical rod (3) left and right. The guide plate (72) comprises a connecting plate one (721) and a connecting plate two (722) integrally connected with the pressure receiving plate (71). The connecting plate two (722) comprises a connecting part one (7221) coplanar with the connecting plate one (721) and a folding part one (7222) arranged perpendicularly to the pressure receiving plate (71). The clamping plate (73) comprises a connecting plate three (731) and a connecting plate four (732) integrally connected with the pressure receiving plate (71). The connecting plate four (732) comprises a connecting part two (733) coplanar with the connecting plate three (731) and a folding part two (734) arranged perpendicularly to the pressure receiving plate (71). The clamping assembly is provided with two groups. The clamping body (7) is arranged at four corner points of a rectangular structure. Each pressure receiving plate (71) is vertically provided with a corresponding group of through holes. Each group of through holes is provided with a pair of tension bolts (8). Each group of tension bolts (8) comprises at least two tension bolts (8) arranged in a staggered manner. A pressing plate (9) is arranged between the upper end of the tension bolt (8) and the clamping body (7). The pressing plate (9) comprises a pressure receiving part (91) and a pressing part (92) arranged at both ends of the pressure receiving part (91). The pressure receiving part (91) is provided with a through hole corresponding to the position of the through hole. The pressing part (92) is provided with a pressing body (93) arranged in parallel with the tension bolt (8) on the corresponding pressure receiving plate (71). The connecting part one (7221) and the connecting part two (733) are provided with horizontal inclined holes through which the pressing body (93) passes.
2. A high formwork top longitudinal and transversal pole safety clamping mechanism according to claim 1, characterized in that, 3. A high formwork top longitudinal and transversal pole safety clamping mechanism according to claim 2, characterized in that, The coinciding area of the horizontal projection of the vertical rod (3) and the horizontal rod (2) is provided with a support body (10), the support body (10) comprises top support plates (101) located at the top and the bottom and support plates (102) located between the two top support plates (101), the support plates (102) are vertically arranged and have a cross-shaped structure, and the diagonal lines of the horizontal projection structure of the support plates (102) and the two top support plates (101) coincide.
4. A high formwork top longitudinal and transversal pole safety clamping mechanism according to claim 3, characterized in that, The support plates (102) are provided with connecting holes for the through-penetration of the tension bolts (8).
5. A high formwork top longitudinal and transversal pole safety clamping mechanism according to claim 4, characterized in that, The auxiliary rod (63) is a telescopic rod member suitable for clamping and fixing vertical rods (3) of different size specifications, the top support (1) is provided with a sliding groove (11) on the top for clamping the vertical rod (3) left and right by the clamping body (7), and the cross section of the sliding groove (11) is T-shaped.
6. A method of construction of a high formwork top longitudinal and transversal pole safety clamping mechanism according to claim 4, characterized by, The steps are as follows: Step one: manufacturing the top support (1) A sliding groove (11) is formed on the top support plate of the top support (1) along the length direction of the horizontal rod (2), a clamping body (7) is installed in the sliding groove (11), a sliding sleeve (5) is sleeved on the outer side of the vertical rod of the top support (1), an external thread is processed on the vertical rod near the bottom area, an adjusting member (4) is connected through the external thread, the upstroke height of the sliding sleeve (5) is adjusted by the threaded connection between the adjusting member (4) and the vertical rod; Step two: assembling the clamping member (6) Four groups of main rods (61) are connected through connecting shafts on the outer side of the sliding sleeve (5), the top of the four groups of main rods (61) is connected with a secondary rod (62) and an auxiliary rod (63) through connecting shafts, the top of the secondary rod (62) is connected with the top support plate of the top support (1) through a connecting shaft, the structural stability is enhanced by the secondary rod (62), and the top of the auxiliary rod (63) is connected with the side of the clamping body (7) through a connecting shaft; Step three: assembling the high formwork system The bottom support is installed on the floor slab or the ground according to the design drawing at the predetermined mark, the vertical rod, the horizontal rod (2) and the scissors brace of the main body structure are installed layer by layer, the top support (1) is installed at the top, the top support (1) is adjusted to the design elevation, the horizontal rod (2) is installed on the top support plate of the top support (1), and the support body (10) and the vertical rod (3) are installed at the predetermined mark of the horizontal rod (2); Step four: assembling the horizontal rod (2) and the vertical rod (3) The adjusting member (4) is rotated to drive the sliding sleeve (5) to move upward along the external thread, and then the clamping member (6) is clamped left and right along the length direction of the horizontal projection of the horizontal rod (2) to clamp the vertical rod (3); Step five: installing the tension bolt (8) The corresponding pressing plate (9) is installed on the outer side of the clamping member (6), the pressing plate (9) and the clamping body (7) are fixed by the tension bolt (8) along the diagonal line to press the horizontal rod (2) and the vertical rod (3), during the adjustment of the nuts at both ends of the tension bolt (8), the pressing body (93) is pressed on the corresponding horizontal rod (2) and vertical rod (3), and the final erection of the high formwork system is completed.
Citation Information
Patent Citations
High-formwork angle brace mechanism for building construction
CN217924874U
Building high formwork with reinforcing structure
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