Shoulder pole type wind-resistant clamp structure for resisting strong typhoon on metal roof and construction method of shoulder pole type wind-resistant clamp structure

Abstract

The invention relates to the technical field of wind-resistant clamps, and discloses a shoulder pole type wind-resistant clamp structure for resisting strong typhoons on a metal roof and a construction method thereof.The shoulder pole type wind-resistant clamp structure for resisting strong typhoons on the metal roof comprises a first clamping block and a second clamping block arranged at one end of the first clamping block; a bolt is arranged between the first clamping block and the second clamping block, the bolt penetrates through the first clamping block and the second clamping block, one end of the bolt is in threaded connection with a nut, and inserting devices are arranged at the lower end of the first clamping block and the lower end of the second clamping block. The driving device strikes primer, gunpowder is ignited through the primer, the gunpowder pushes the sliding barrel and the percussion drill to be inserted into a roof iron sheet, the percussion drill can abut against the base after penetrating through the iron sheet, and therefore the first clamping block, the second clamping block, the percussion drill, the roof iron sheet and the base are connected to form a whole. Therefore, the wind resistance of the metal roof is improved, and a connecting rod does not need to be installed.

Description

Technical Field

[0001] The invention relates to the field of wind-resistant clips, and in particular to a shoulder-pole type wind-resistant clip structure for metal roofs to resist strong typhoons and a construction method thereof. Background Art

[0002] With the overall development of my country's cities, people's requirements for the beauty, safety, quietness, insulation and ventilation of indoor buildings are becoming more and more common. Therefore, composite metal roofing systems are increasingly used in various industrial, sports, entertainment, exhibition halls, retail supermarkets and other buildings. At present, the existing metal roofing systems of such buildings usually use metal roof panels with internal support fixings to achieve the requirements of beauty and stability.

[0003] When installing the existing metal roof, first install several bases on the concrete, then lay the metal roof on the bases, and then buckle the wind-resistant clips on the metal roof, and fix the metal roof on the bases through the wind-resistant clips, so as to improve the wind resistance of the metal roof. However, the existing wind-resistant clips also need to install connecting rods on the wind-resistant clips, place the connecting rods on the wind-resistant clips, and then connect the connecting rods to each wind-resistant clip through bolts, so that several wind-resistant clips are connected into one, thereby improving the wind resistance of the metal roof. However, this installation method is too troublesome, and this wind-resistant clip may become loose after long-term use. Summary of the invention

[0004] The present invention provides a shoulder pole type wind-resistant clip structure for metal roofs to resist strong typhoons and a construction method thereof, which solves the problem of the troublesome installation of the existing wind-resistant clips mentioned in the above background technology.

[0005] The present invention provides the following technical solutions: a shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons comprises a first clamp block and a second clamp block arranged at one end of the first clamp block, a bolt is arranged between the first clamp block and the second clamp block, the bolt passes through the first clamp block and the second clamp block, one end of the bolt is threadedly connected with a nut, the lower ends of the first clamp block and the second clamp block are both provided with an insertion device, the insertion device is used to assist the first clamp block and the second clamp block in limiting the metal roof, the insertion device comprises an impact groove arranged inside the first clamp block and the second clamp block, a slide cylinder is slidably connected inside the impact groove, an impact drill is installed at the lower end of the slide cylinder, and the impact drill is used to puncture the metal roof;

[0006] A first cavity is provided inside the slide, and the first cavity is filled with liquid glue. Spray holes are provided on both sides of the slide, and the spray holes are connected with the first cavity. The liquid glue is used to flow to the lower end of the metal roof and the outer surface of the slide.

[0007] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs against strong typhoons of the present invention, wherein: the first clamp block and the second clamp block are further provided with a primer and gunpowder inside, and the gunpowder is located at the upper end of the slide cylinder;

[0008] A driving device is disposed inside the first clamping block and the second clamping block, and the driving device is used to drive the slide cylinder and the impact drill to slide.

[0009] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons according to the present invention, wherein: a first hose is also installed at one end of the slide cylinder, and the first hose is connected to the interior of the first cavity;

[0010] The first clamp block and the second clamp block are rotatably connected to a circular sleeve, the circular sleeve is rotatably connected to a rotating sleeve, the bolt passes through the rotating sleeve, and one end of the first hose is connected to the interior of the circular sleeve;

[0011] The interior of the rotating sleeve is provided with a spray hole, and the spray hole is communicated with the annular sleeve.

[0012] As an optional solution of the shoulder-pole type wind-resistant clamp structure for metal roofs to resist strong typhoons described in the present invention, the first clamp block and the second clamp block are internally slidably connected with a push plate, one end of the push plate is installed with a rack plate, the other end of the rotating sleeve is installed with a gear, and the rack plate is used to mesh with the gear.

[0013] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs against strong typhoons of the present invention, wherein: a second hose is arranged at one end of the slide tube, a foam glue liquid is arranged inside the second hose, a second cavity is also arranged inside the slide tube, and the second hose is connected to the second cavity;

[0014] A clearance groove is provided between the first clamping block and the second clamping block;

[0015] One end of each of the first clamping block and the second clamping block is provided with a spray hole, and one end of the spray hole is connected to one end of the second cavity.

[0016] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons according to the present invention, wherein: a first piston plate is arranged inside the second cavity, and the first piston plate is used to squeeze the foam glue liquid to the second hose;

[0017] A piston rod is slidably connected inside the first cavity, and the piston rod is used to squeeze the liquid glue to the first hose;

[0018] The upper end of the slide is slidably connected to a second piston plate, and vertical grooves are also arranged inside the first clamping block and the second clamping block, one end of the vertical groove is arranged on one side of the bolt, and the second piston plate is used to squeeze the high-temperature gas at the gunpowder to the vertical groove.

[0019] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs against strong typhoons described in the present invention, wherein: a power storage rod is installed at the lower end of the piston column, the lower end of the power storage rod is slidably connected to the inside of the impact drill, and the outer surface of the power storage rod is connected to the upper end of the impact drill through a power storage spring;

[0020] A push rod is also slidably connected to the interior of the slide cylinder, the upper end of the push rod is connected to the lower end of the second piston plate, the lower end of the push rod is slidably connected to the interior of the piston column, and an extension strip is installed at one end of the push rod, which is used to squeeze the first piston plate to slide upward.

[0021] As an optional scheme of the shoulder-pole type wind-resistant clamp structure for metal roofs to resist strong typhoons described in the present invention, an extrusion strip is installed on one side of the piston column, a first short shaft is installed on one end of the push plate, an extension plate is rotatably connected to the outer surface of the first short shaft, the extension plate and the first short shaft are connected by a first torque spring, the extrusion strip is used to abut against the extension plate, a limit block is also installed on one end of the push plate, and the extension plate is used to abut against the limit block.

[0022] As an optional solution of the shoulder pole type wind-resistant clamp structure for metal roofs against strong typhoons described in the present invention, wherein: the driving device includes an extrusion strip connected to the second clamp block, a slide plate is slidably connected inside the first clamp block, one end of the slide plate is rotatably connected to a second short shaft, the second short shaft and the slide plate are connected via a second torque spring, one end of the second short shaft is connected to a rotating plate, a striking cavity is provided inside the first clamp block, and the rotating plate is operable to rotate at the striking cavity;

[0023] A flow groove is also provided inside the first clamping block, and a firing pin is slidably connected inside the flow groove. The firing pin is connected to the first clamping block via a supporting spring, and the rotating plate is used to squeeze the firing pin to slide downward, and the firing pin is used to abut against the primer.

[0024] The present invention also provides a construction method for a shoulder pole type wind-resistant clamp structure for a metal roof to resist strong typhoons, comprising:

[0025] S1. The first clamp block and the second clamp block are buckled on the metal roof, and then the bolt is passed through the first clamp block and the second clamp block, and then the nut is rotated to clamp the first clamp block and the second clamp block through the nut. When the first clamp block and the second clamp block are close to each other, the driving device hits the primer, and the primer ignites the gunpowder, and the gunpowder pushes the slide and the impact drill into the roof iron sheet;

[0026] S2, after the impact drill is inserted into the roof iron sheet, liquid glue is sprayed into the impact drill and the roof iron sheet through the spray hole, so that the impact drill and the roof iron sheet are connected by liquid;

[0027] S3. When executing S2, the spray hole will also spray the liquid glue to the outer surface of the bolt through the first hose, so that the bolt is connected with the first clamp block and the second clamp block, thereby improving the connection strength between the whole and the roof iron sheet;

[0028] S4, when S3 is completed, high temperature gas is sprayed through the vertical slot to solidify the liquid glue between the bolt and the first clamping block and the second clamping block;

[0029] S5. After S4 is executed, the foam glue is sprayed to the gap groove through the spray hole, so that the liquid glue is foamed to connect the first clamping block and the second clamping block respectively, and the foam glue also wraps the bolts exposed in the gap groove, thereby reducing the possibility of loosening between the bolts and nuts;

[0030] S6. Complete the installation.

[0031] The present invention has the following beneficial effects:

[0032] 1. The shoulder pole type wind-resistant clamp structure and construction method for metal roofs to resist strong typhoons are characterized in that a driving device strikes a primer, and the primer ignites gunpowder, so that the gunpowder pushes the slide and the impact drill to be inserted into the roof iron sheet, and the impact drill will hit the base after passing through the iron sheet, so that the first clamp block, the second clamp block, the impact drill, the roof iron sheet and the base are connected to each other to form a whole, thereby improving the wind resistance of the metal roof, and no longer needing to install a connecting rod.

[0033] 2. The shoulder pole wind-resistant clamp structure and construction method for metal roofs to resist strong typhoons releases elastic potential energy through a force storage spring, and uses the force storage spring to push the piston column to slide upward in the opposite direction, so that the piston column squeezes the liquid glue inside the first cavity to the spray hole and the first hose, so that the liquid glue can flow to the lower end of the metal roof and the outer surface of the slide cylinder and spray the liquid glue through the spray hole to the outer surface of the bolt, thereby improving the connection strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0035] Figure 2 It is a main cross-sectional view of the first clamping block and the second clamping block of the present invention.

[0036] Figure 3 It is a schematic structural diagram of the rotating sleeve and the annular sleeve of the present invention.

[0037] Figure 4 It is the main cross-sectional view of the rotating sleeve and the annular sleeve of the present invention.

[0038] Figure 5 It is a schematic diagram of the structure of the impact groove and the slide cylinder of the present invention.

[0039] Figure 6 For the present invention Figure 2 Schematic diagram of the local structure at point A.

[0040] Figure 7 It is a schematic diagram of the structure of the interlacing device of the present invention.

[0041] Figure 8 It is a schematic structural diagram of the driving device of the present invention.

[0042] In the figure: 1, first clamping block; 2, second clamping block; 3, bolt; 4, nut; 5, insertion device; 7, driving device; 8, primer; 9, gunpowder; 10, push plate; 11, extension plate; 12, limit block; 13, first short shaft; 14, rack plate; 15, gear; 16, first torque spring; 17, vertical groove; 18, spray hole; 19, clearance groove; 21, rotating sleeve; 22, annular sleeve; 23, spray hole; 51, impact groove; 52, slide cylinder; 53, impact drill; 54. First chamber; 55. Piston rod; 56. Spray hole; 57. First hose; 58. Second chamber; 59. Second hose; 60. First piston plate; 61. Second piston plate; 62. Push rod; 63. Extending bar; 64. Power storage rod; 65. Power storage spring; 66. Extrusion bar; 71. Extrusion bar; 72. Slide plate; 73. Second short shaft; 74. Second torque spring; 75. Striking chamber; 76. Support spring; 77. Flow groove; 78. Rotating plate; 79. Strike pin. DETAILED DESCRIPTION

[0043] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0044] Example 1

[0045] See also Figure 1-2A shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons comprises a first clamp block 1 and a second clamp block 2 arranged at one end of the first clamp block 1, a bolt 3 is arranged between the first clamp block 1 and the second clamp block 2, the bolt 3 passes through the first clamp block 1 and the second clamp block 2, one end of the bolt 3 is threadedly connected with a nut 4, the lower ends of the first clamp block 1 and the second clamp block 2 are both provided with an insertion device 5, the insertion device 5 is used to assist the first clamp block 1 and the second clamp block 2 in limiting the metal roof, the insertion device 5 comprises an impact groove 51 arranged inside the first clamp block 1 and the second clamp block 2, a slide cylinder 52 is slidably connected inside the impact groove 51, an impact drill 53 is installed at the lower end of the slide cylinder 52, and the impact drill 53 is used to puncture the metal roof;

[0046] A first cavity 54 is provided inside the slide 52, and the first cavity 54 is filled with liquid glue. Spray holes 56 are provided on both sides of the slide 52, and the spray holes 56 are connected to the first cavity 54. The liquid glue is used to flow to the lower end of the metal roof and the outer surface of the slide 52;

[0047] A primer 8 and gunpowder 9 are also provided inside the first clamping block 1 and the second clamping block 2. The gunpowder 9 is located at the upper end of the slide 52.

[0048] A driving device 7 is disposed inside the first clamping block 1 and the second clamping block 2 . The driving device 7 is used to drive the slide 52 and the impact drill 53 to slide.

[0049] according to Figure 1 As shown, the first clamp block 1 and the second clamp block 2 are buckled on the roof iron sheet, and then the bolt 3 is passed through the first clamp block 1 and the second clamp block 2, and the nut 4 is rotated so that the first clamp block 1 and the second clamp block 2 are pressed against each other and fixed on the roof iron sheet. Figure 2 As shown, the driving device 7 strikes the primer 8, and the primer 8 ignites the gunpowder 9, so that the gunpowder 9 pushes the slide 52 and the impact drill 53 to insert into the roof iron sheet, and the impact drill 53 will hit the base after passing through the iron sheet, so that the first clamping block 1, the second clamping block 2, the impact drill 53, the roof iron sheet and the base are connected to each other to form a whole, thereby improving the wind resistance of the metal roof, so that the connecting rod does not need to be installed;

[0050] It should be noted that the slide 52 is a conical column, and the size of the slide 52 from the lower end to the upper end gradually increases, so that after the gunpowder 9 pushes the slide 52 to slide, the upper end of the slide 52 can be buckled on the impact groove 51;

[0051] Furthermore, by filling the first cavity 54 with liquid glue, when the impact drill 53 passes through the iron roof, the overspray hole 23 on the outer surface of the slide cylinder 52 sprays the liquid glue onto the outer surface of the bolt 3, thereby improving the connection strength;

[0052] Specifically, the liquid glue is an anaerobic glue.

[0053] Example 2

[0054] This embodiment is an improvement made on the basis of embodiment 1. For details, please refer to Figure 1-4 A first hose 57 is also installed at one end of the slide 52, and the first hose 57 is connected to the interior of the first cavity 54;

[0055] The first clamping block 1 and the second clamping block 2 are also rotatably connected to the inside of the annular sleeve 22, and the inside of the annular sleeve 22 is rotatably connected to the rotating sleeve 21. The bolt 3 passes through the rotating sleeve 21, and one end of the first hose 57 is connected to the inside of the annular sleeve 22.

[0056] A spray hole 23 is provided inside the rotating sleeve 21 , and the spray hole 23 is communicated with the annular sleeve 22 .

[0057] The first clamp block 1 and the second clamp block 2 are fixedly connected to the iron roof by rotating and squeezing the nut 4. However, after long-term use, the first clamp block 1 and the second clamp block 2 may become loose. Therefore, the liquid glue at the first cavity 54 is sprayed onto the outer surface of the bolt 3. Figure 2 As shown, the liquid glue in the first cavity 54 flows through the first hose 57 to the first hose 57, and the liquid glue is transferred to the annular sleeve 22 through the first hose 57, and the annular sleeve 22 transfers the liquid glue to the spray hole 23. Figure 3 and Figure 4 As shown, liquid glue is sprayed onto the outer surface of the bolt 3 through the spray hole 23, so that the bolt 3 is connected to the first clamping block 1, thereby improving the connection strength;

[0058] It should be noted that the second clamping block 2 is also provided with a spray hole 23, so the spray hole 23 will also spray liquid glue to the space between the bolt 3 and the second clamping block 2;

[0059] It should be particularly noted that the size of the rotating sleeve 21 is shorter than the length of the bolt 3 inside the first clamp block 1, and multiple spray holes 23 can be provided, thereby further improving the connection strength between the bolt 3 and the first clamp block 1 and the second clamp block 2.

[0060] Example 3

[0061] This embodiment is an improvement made on the basis of embodiment 2. For details, please refer to Figure 1-5 A push plate 10 is slidably connected inside the first clamping block 1 and the second clamping block 2 , a rack plate 14 is installed at one end of the push plate 10 , and a gear 15 is installed at the other end of the rotating sleeve 21 , and the rack plate 14 is used to mesh with the gear 15 .

[0062] according to Figure 5As shown, by sliding the push plate 10 upward, the push plate 10 drives the rack plate 14 to slide upward, and the rack plate 14 is meshed with the gear 15, so that the rack plate 14 can drive the gear 15 to rotate, and the gear 15 drives the rotating sleeve 21 to rotate, and the rotating sleeve 21 drives the spray hole 23 to rotate and spray, thereby increasing the spraying area of ​​the liquid glue;

[0063] It should be particularly noted that a bearing is installed at the other end of the rotating sleeve 21 , and the other end of the rotating sleeve 21 is connected to the first clamping block 1 through the bearing.

[0064] Example 4

[0065] This embodiment is an improvement made on the basis of embodiment 3. For details, please refer to Figure 1-7 A second hose 59 is disposed at one end of the slide 52, and a foam glue liquid is disposed inside the second hose 59. A second cavity 58 is also disposed inside the slide 52, and the second hose 59 is connected to the second cavity 58;

[0066] A clearance groove 19 is provided between the first clamping block 1 and the second clamping block 2;

[0067] A spray hole 18 is disposed at one end of the first clamping block 1 and the second clamping block 2 , and one end of the spray hole 18 is connected to one end of the second cavity 58 .

[0068] according to Figure 6 and Figure 7 As shown, the second cavity 58 is filled with foam glue, and the foam glue liquid is transmitted to the second hose 59 through the second hose 59, and the foam glue liquid is transmitted to the spray hole 18 through the second hose 59, and the foam glue liquid is sprayed on the gap groove 19 by the spray hole 18, so that the foam glue expands and fills the gap groove 19, so that the first clamping block 1 and the second clamping block 2 are formed into one body, and the liquid glue also fills the gap between the first clamping block 1 and the second clamping block 2 and the iron roof, thereby reducing the vibration between the first clamping block 1 and the second clamping block 2, and further reducing the possibility of loosening between the nut 4 and the bolt 3.

[0069] Example 5

[0070] This embodiment is an improvement made on the basis of embodiment 4. For details, please refer to Figure 1-8 A first piston plate 60 is disposed inside the second chamber 58, and the first piston plate 60 is used to squeeze the foam glue liquid to the second hose 59;

[0071] A piston rod 55 is slidably connected inside the first chamber 54 , and the piston rod 55 is used to squeeze the liquid glue to the first hose 57 ;

[0072] The upper end of the slide cylinder 52 is slidably connected with a second piston plate 61. A vertical groove 17 is further provided inside the first clamp block 1 and the second clamp block 2. One end of the vertical groove 17 is provided on one side of the bolt 3. The second piston plate 61 is used to squeeze the high-temperature gas at the gunpowder 9 to the vertical groove 17.

[0073] A force storage rod 64 is installed at the lower end of the piston column 55. The lower end of the force storage rod 64 is slidably connected to the inside of the impact drill 53. The outer surface of the force storage rod 64 is connected to the upper end of the impact drill 53 through a force storage spring 65.

[0074] A push rod 62 is also slidably connected inside the slide cylinder 52, the upper end of the push rod 62 is connected to the lower end of the second piston plate 61, and the lower end of the push rod 62 is slidably connected inside the piston column 55. An extension bar 63 is also installed at one end of the push rod 62, and the extension bar 63 is used to squeeze the first piston plate 60 to slide upward;

[0075] An extrusion strip 66 is installed on one side of the piston column 55, and a first short shaft 13 is installed on one end of the push plate 10. The outer surface of the first short shaft 13 is rotatably connected with an extension plate 11. The extension plate 11 and the first short shaft 13 are connected by a first torque spring 16. The extrusion strip 66 is used to abut against the extension plate 11. A limit block 12 is also installed at one end of the push plate 10, and the extension plate 11 is used to abut against the limit block 12.

[0076] When the gunpowder 9 burns and pushes the second piston plate 61 to slide downward, the second piston plate 61 pushes the push rod 62 and the impact drill 53 to slide downward, and the impact drill 53 penetrates the iron roof and hits the base. Figure 7 As shown, the upper end of the impact drill 53 is slidably connected with a piston column 55. Since the thrust generated by the gunpowder 9 is relatively large, and the apertures of the spray hole 56 and the first hose 57 are relatively small, the slide cylinder 52 and the impact drill 53 will first penetrate the iron sheet, and then slide to the inside of the impact drill 53 through the force storage rod 64 to compress the force storage spring 65. When the slide cylinder 52 stops moving, the elastic potential energy is released through the force storage spring 65, and the force storage spring 65 is used to push the piston column 55 to slide upward in the opposite direction, so that the piston column 55 squeezes the liquid glue inside the first cavity 54 to the spray hole 56 and the first hose 57, so that the liquid glue can flow to the lower end of the metal roof and the outer surface of the slide cylinder 52 through the spray hole 23 to spray the liquid glue to the outer surface of the bolt 3, thereby improving the connection strength;

[0077] It should be noted that thin films are installed at the spray hole 56, the first hose 57, and the second hose 59, and the thin films are crushed by squeezing the liquid pressure;

[0078] When the piston column 55 slides upward and contacts the push rod 62, the piston column 55 pushes the push rod 62 to slide upward, and the push rod 62 drives the second piston plate 61 to slide upward, and the air at the impact groove 51 is squeezed by the second piston plate 61. Since the gunpowder 9 burns to generate high temperature, the second piston plate 61 squeezes the high-temperature gas to the vertical groove 17, and the high-temperature gas is sprayed through the vertical groove 17 to dry the colloid between the bolt 3 and the first clamp block 1 and the second clamp block 2, so as to prevent the foam glue from contacting the undried liquid glue;

[0079] Then the piston column 55 continues to push the push rod 62 upward, and the extension strip 63 connected to one end of the push rod 62 will contact the first piston plate 60. Since there is a distance between the extension strip 63 and the first piston plate 60, the high-temperature gas is first used to dry the liquid glue, and then the extension strip 63 is used to push the first piston plate 60 to slide upward, and the foam glue is squeezed to the second hose 59 through the first piston plate 60, so that the second hose 59 transmits the foam glue to the spray hole 18, and the spray hole 18 is used to spray the foam glue liquid on the gap groove 19, so that the foam glue expands and fills the gap groove 19, so that the first clamping block 1 and the second clamping block 2 are formed into one body;

[0080] It should be noted that the push rod 62 passes through the first piston plate 60 and the slide cylinder 52, and the inner wall of the slide cylinder 52 is installed with a rubber bump, which supports the first piston plate 60, so that there is a gap between the first piston plate 60 and the extension strip 63;

[0081] When the slide cylinder 52 and the impact drill 53 slide downward as a whole, the extrusion strip 66 on the piston column 55 will squeeze the extension plate 11 to rotate, so that the extrusion strip 66 passes over the extension plate 11, and then when the storage spring 65 releases its elastic potential energy to push the piston column 55 to slide upward, the piston column 55 will also drive the extrusion strip 66 to abut against the extension plate 11, and the extension plate 11 abuts against the limit block 12, so that the extension plate 11 drives the push plate 10 to slide upward, and the push plate 10 drives the rack plate 14 to slide upward, and the rack plate 14 drives the gear 15 to rotate;

[0082] The driving device 7 includes an extrusion strip 71 connected to the second clamping block 2, a slide plate 72 is slidably connected inside the first clamping block 1, one end of the slide plate 72 is rotatably connected to a second short shaft 73, the second short shaft 73 and the slide plate 72 are connected via a second torque spring 74, one end of the second short shaft 73 is connected to a rotating plate 78, a striking cavity 75 is provided inside the first clamping block 1, and the rotating plate 78 is operable to rotate at the striking cavity 75;

[0083] The first clamping block 1 is also provided with a flow groove 77 inside which a firing pin 79 is slidably connected. The firing pin 79 is connected to the first clamping block 1 via a supporting spring 76. The rotating plate 78 is used to squeeze the firing pin 79 to slide downward, and the firing pin 79 is used to abut against the primer 8.

[0084] according to Figure 8 As shown, when the nut 4 squeezes the second clamping block 2 and the first clamping block 1 to approach each other, the extrusion bar 71 squeezes the slide plate 72 to slide to the left, and the slide plate 72 drives the second short shaft 73 and the rotating plate 78 to slide to the left. When the second short shaft 73 moves to the striking cavity 75, the first clamping block 1 abuts against the rotating plate 78, and the second torque spring 74 drives the rotating plate 78 to rotate rapidly, so that the rotating plate 78 squeezes the striker 79 to slide downward, and the striker 79 slides downward and strikes the primer 8, so as to ignite the primer 8.

[0085] The impact groove 51, the flow groove 77, the striking cavity 75 and the vertical groove 17 are connected.

[0086] Example 6

[0087] The present invention also provides a construction method for a shoulder pole type wind-resistant clamp structure for a metal roof to resist strong typhoons, comprising:

[0088] S1, buckle the first clamp block 1 and the second clamp block 2 on the metal roof, then pass the bolt 3 through the first clamp block 1 and the second clamp block 2, then rotate the nut 4, so as to clamp the first clamp block 1 and the second clamp block 2 through the nut 4, when the first clamp block 1 and the second clamp block 2 are close to each other, the driving device 7 hits the primer 8, the primer 8 ignites the gunpowder 9, and the gunpowder 9 pushes the slide 52 and the impact drill 53 into the roof iron sheet;

[0089] S2, after the impact drill 53 is inserted into the roof iron sheet, liquid glue is sprayed into the impact drill 53 and the roof iron sheet through the spray hole 56, so that the impact drill 53 and the roof iron sheet are connected by liquid;

[0090] S3, when executing S2, the spray hole 56 will also spray the liquid glue to the outer surface of the bolt 3 through the first hose 57, so that the bolt 3 is connected with the first clamping block 1 and the second clamping block 2, thereby improving the connection strength between the whole and the roof iron sheet;

[0091] S4, when S3 is completed, high temperature gas is sprayed through the vertical slot 17 to solidify the liquid glue between the bolt 3 and the first clamping block 1 and the second clamping block 2;

[0092] S5, when S4 is completed, the foam glue is sprayed to the gap groove 19 through the spray hole 18, so that the liquid glue is foamed to connect the first clamping block 1 and the second clamping block 2 respectively, and the foam glue also wraps the bolt 3 exposed in the gap groove 19, thereby reducing the possibility of loosening between the bolt 3 and the nut 4;

[0093] S6. Complete the installation.

[0094] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0095] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the technical principles of the present invention. These improvements and modifications should also be regarded as the scope of protection of the present invention.

Claims

1. A shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons, comprising a first clamp block (1) and a second clamp block (2) arranged at one end of the first clamp block (1), a bolt (3) being arranged between the first clamp block (1) and the second clamp block (2), the bolt (3) passing through the first clamp block (1) and the second clamp block (2), one end of the bolt (3) being threadedly connected with a nut (4), characterized in that: The lower ends of the first clamping block (1) and the second clamping block (2) are both provided with a penetration device (5), the penetration device (5) is used to assist the first clamping block (1) and the second clamping block (2) in limiting the metal roof, the penetration device (5) comprises an impact groove (51) arranged inside the first clamping block (1) and the second clamping block (2), the interior of the impact groove (51) is slidably connected with a slide cylinder (52), the lower end of the slide cylinder (52) is installed with an impact drill (53), and the impact drill (53) is used to puncture the metal roof; The slide cylinder (52) is provided with a first cavity (54) inside, and the first cavity (54) is filled with liquid glue. Spray holes (56) are provided on both sides of the slide cylinder (52), and the spray holes (56) are connected to the first cavity (54). The liquid glue is used to flow to the lower end of the metal roof and the outer surface of the slide cylinder (52).

2. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 1 is characterized in that: A primer (8) and gunpowder (9) are also arranged inside the first clamping block (1) and the second clamping block (2), and the gunpowder (9) is located at the upper end of the slide cylinder (52); A driving device (7) is provided inside each of the first clamping block (1) and the second clamping block (2), and the driving device (7) is used to drive the slide cylinder (52) and the impact drill (53) to slide.

3. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 2 is characterized in that: A first hose (57) is also installed at one end of the slide cylinder (52), and the first hose (57) is connected to the interior of the first cavity (54); The first clamping block (1) and the second clamping block (2) are rotatably connected to a circular sleeve (22), the circular sleeve (22) is rotatably connected to a rotating sleeve (21), the bolt (3) passes through the rotating sleeve (21), and one end of the first hose (57) is connected to the inside of the circular sleeve (22); A spray hole (23) is arranged inside the rotating sleeve (21), and the spray hole (23) is communicated with the annular sleeve (22).

4. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 3 is characterized in that: A push plate (10) is slidably connected inside the first clamping block (1) and the second clamping block (2), a rack plate (14) is installed at one end of the push plate (10), and a gear (15) is installed at the other end of the rotating sleeve (21), and the rack plate (14) is used to mesh with the gear (15).

5. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 4 is characterized in that: A second hose (59) is disposed at one end of the slide cylinder (52), and a foam glue liquid is disposed inside the second hose (59). A second cavity (58) is also disposed inside the slide cylinder (52), and the second hose (59) is in communication with the second cavity (58); A clearance groove (19) is provided between the first clamping block (1) and the second clamping block (2); One end of each of the first clamping block (1) and the second clamping block (2) is provided with a spray hole (18), and one end of the spray hole (18) is connected to one end of the second cavity (58).

6. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 5 is characterized in that: A first piston plate (60) is disposed inside the second chamber (58), and the first piston plate (60) is used to squeeze the foam glue liquid to the second hose (59); A piston rod (55) is slidably connected to the interior of the first chamber (54), and the piston rod (55) is used to squeeze the liquid glue to the first hose (57); The upper end of the slide cylinder (52) is slidably connected to a second piston plate (61), and a vertical groove (17) is further provided inside the first clamping block (1) and the second clamping block (2), one end of the vertical groove (17) is provided on one side of the bolt (3), and the second piston plate (61) is used for squeezing high-temperature gas at the gunpowder (9) to the vertical groove (17).

7. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 6 is characterized in that: A force storage rod (64) is installed at the lower end of the piston column (55), the lower end of the force storage rod (64) is slidably connected to the inside of the impact drill (53), and the outer surface of the force storage rod (64) is connected to the upper end of the impact drill (53) through a force storage spring (65); The interior of the slide cylinder (52) is also slidably connected with a push rod (62), the upper end of the push rod (62) is connected to the lower end of the second piston plate (61), and the lower end of the push rod (62) is slidably connected to the interior of the piston column (55). One end of the push rod (62) is also equipped with an extension bar (63), and the extension bar (63) is used to squeeze the first piston plate (60) to slide upward.

8. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 7 is characterized in that: An extrusion strip (66) is installed on one side of the piston column (55), and a first short shaft (13) is installed on one end of the push plate (10). The outer surface of the first short shaft (13) is rotatably connected to an extension plate (11). The extension plate (11) and the first short shaft (13) are connected via a first torque spring (16). The extrusion strip (66) is used to abut against the extension plate (11). A limit block (12) is also installed on one end of the push plate (10), and the extension plate (11) is used to abut against the limit block (12).

9. The shoulder pole type wind-resistant clip structure for metal roofs against strong typhoons according to claim 8, characterized in that: The driving device (7) comprises an extrusion strip (71) connected to the second clamping block (2); a slide plate (72) is slidably connected inside the first clamping block (1); one end of the slide plate (72) is rotatably connected to a second short shaft (73); the second short shaft (73) and the slide plate (72) are connected via a second torque spring (74); one end of the second short shaft (73) is connected to a rotating plate (78); a striking cavity (75) is provided inside the first clamping block (1); and the rotating plate (78) is operable to rotate at the striking cavity (75); The first clamping block (1) is also provided with a flow groove (77) inside, and a firing pin (79) is slidably connected inside the flow groove (77). The firing pin (79) is connected to the first clamping block (1) via a supporting spring (76). The rotating plate (78) is used to squeeze the firing pin (79) to slide downward, and the firing pin (79) is used to abut against the primer (8).

10. A construction method for a shoulder pole type wind-resistant clamp structure for metal roofs to resist strong typhoons, characterized in that: S1, buckle the first clamp block (1) and the second clamp block (2) on the metal roof, then pass the bolt (3) through the first clamp block (1) and the second clamp block (2), then rotate the nut (4), so as to clamp the first clamp block (1) and the second clamp block (2) through the nut (4), when the first clamp block (1) and the second clamp block (2) are close to each other, the driving device (7) hits the primer (8), the primer (8) ignites the gunpowder (9), and the gunpowder (9) pushes the slide (52) and the impact drill (53) into the roof iron sheet; S2, after the impact drill (53) is inserted into the roof iron sheet, liquid glue is sprayed into the impact drill (53) and the roof iron sheet through the spray hole (56), so that the impact drill (53) and the roof iron sheet are connected through the liquid; S3. When S2 is executed, the spray hole (56) will also spray the liquid glue onto the outer surface of the bolt (3) through the first hose (57), so that the bolt (3) is connected to the first clamping block (1) and the second clamping block (2), thereby improving the connection strength between the whole and the roof iron sheet; S4, when S3 is completed, high-temperature gas is sprayed through the vertical groove (17) to solidify the liquid glue between the bolt (3) and the first clamping block (1) and the second clamping block (2); S5. After S4 is completed, the foaming glue is sprayed to the gap groove (19) through the spray hole (18), so that the liquid glue is foamed to respectively connect the first clamping block (1) and the second clamping block (2), and the foaming glue also wraps the bolt (3) exposed at the gap groove (19), thereby reducing the possibility of loosening between the bolt (3) and the nut (4); S6. Complete the installation.

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