A complete set of windproof reinforcement device and installation method for a standard container house

Abstract

The present application relates to the technical field of container reinforcement, and provides a complete set of wind-proof reinforcement devices for standard container houses, including a bottom corner reinforcement unit for reinforcing the bottom corners of the container house and a side wall reinforcement unit for reinforcing the side wall panels of the container house; the bottom corner reinforcement unit includes a bottom angle steel, a clamping member, a fixing pin and a steel structure base, the bottom angle steel is embedded and fixed at the bottom corners of the container house, and the steel structure base is anchored to the supporting foundation at the bottom of the container house board; the steel structure base is provided with a first installation hole, the bottom angle steel is provided with a second installation hole, the clamping member is installed between the first installation hole and the second installation hole and is stably limited, and the fixing pin sequentially passes through the buckle plate, the steel structure base, the bottom angle steel and another buckle plate. Based on this, while maintaining a good wind resistance effect of the container house, the structural compactness of the container house can be improved. In addition, an installation method of a complete set of wind-proof reinforcement devices based on a standard container house is also provided.

Description

Technical Field

[0001] This application relates to the technical field of container reinforcement, and particularly to a complete set of windproof reinforcement devices and installation methods for standard container houses. Background Art

[0002] A container house is a new modular building of prefabricated steel structure, integrating water, heating, electricity and decoration in each container, and assembling into a complete house building through module prefabrication, on-site assembly and later decoration. The construction waste generated by prefabrication and assembly is less, meeting the requirements of green construction; and it is convenient and fast to build, with a high recycling rate and can be used repeatedly for many times, which is a truly green construction activity house that conforms to the concept of green building.

[0003] At present, the related technology discloses a reinforcement device for a container panel house, including a column, a roof wall panel arranged above the column, and a connection component connecting the column and the roof wall panel. The roof wall panel is provided with a steel pipe grid, and the steel pipe grid is anchored to the ground through a steel wire rope, so that the house can be firmly fixed to the ground, achieving a good wind resistance effect. However, when using the steel wire rope, it often needs to be inclined and anchored to the ground to form a stable triangular support structure. At this time, the surrounding space occupied by the steel wire rope is large, and the steel wire rope is prone to damage and failure due to external factors, resulting in a weakened support effect of the reinforcement device, and thus reducing the wind resistance bearing capacity of the container panel house. Summary of the Invention

[0004] In order to keep the container panel house with a good wind resistance effect and improve the structural compactness of the container panel house at the same time, this application provides a complete set of windproof reinforcement devices and installation methods for standard container houses.

[0005] In the first aspect, a complete set of windproof reinforcement devices for standard container houses provided by this application adopts the following technical solutions:

[0006] A complete set of windproof reinforcement devices for standard container houses is arranged around the container panel house; the complete set of windproof reinforcement devices includes a bottom corner reinforcement unit for reinforcing the bottom corner position of the container panel house and a side wall reinforcement unit for reinforcing the side wall panels of the container panel house;

[0007] The bottom corner reinforcement unit includes a bottom angle steel, a clamping member, a fixing pin and a steel structure base. Among them, the bottom angle steel is embedded and fixed at the bottom corner position of the container panel house; the steel structure base is anchored to the supporting foundation at the bottom of the container panel house, and one side surface of the steel structure base is used to abut against the bottom angle steel; the steel structure base is provided with a first installation hole, and the bottom angle steel is provided with a second installation hole which is arranged opposite to the first installation hole;

[0008] The clamping member includes a connecting rod and two snap plates provided at both ends of the connecting rod. The sum of the thickness of the bottom angle steel and the thickness of the steel structure base is matched with the axial length of the connecting rod. The shape of the snap plate is adapted to the shapes of the first mounting hole and the second mounting hole. In the fixed state, the fixing pin sequentially passes through the snap plate, the steel structure base, the bottom angle steel and the other snap plate.

[0009] By adopting the above technical solution, after the box-type prefabricated house is placed on the ground or the supporting foundation of a concrete building, the steel structure base is anchored to the supporting foundation, so that the first mounting hole of the steel structure base is directly opposite to the second mounting hole of the bottom angle steel. Then, by installing the clamping member into the first mounting hole and the second mounting hole, rotating the clamping member can make the snap plates at both ends respectively abut against the opposite sides of the bottom angle steel and the steel structure base. Finally, by sequentially passing the positioning pin through the snap plate, the steel structure base, the bottom angle steel and the other snap plate, the rotation of the clamping member can be restricted, and thus the box-type prefabricated house and the steel structure base can be fixed in a clamping and limiting manner.

[0010] After the box-type prefabricated house is installed and reinforced by the bottom corner reinforcement unit, a stable overall force-bearing form among the bottom supporting foundation, the bottom corner reinforcement unit and the box-type prefabricated house is formed, effectively reducing the possibility of the box-type prefabricated house deflecting under the action of wind force and greatly improving the wind resistance bearing capacity of the box-type prefabricated house. The surrounding space occupied by the bottom corner reinforcement device is small, which can effectively improve the overall structural compactness of the box-type prefabricated house. In addition, the side wall reinforcement unit provided on the side wall panel of the box-type prefabricated house can play a role in reinforcing the side wall panel, and when the bottom of the box-type prefabricated house is stable, it can reduce the possibility of the side wall panel deflecting or even buckling under the action of wind force, further improving the overall wind resistance bearing capacity of the box-type prefabricated house.

[0011] Optionally, both the first mounting hole and the second mounting hole are provided as circular through holes. A plurality of first limiting holes are equidistantly arranged on the circumferential edge of the first mounting hole, and a plurality of second limiting holes are equidistantly arranged on the circumferential edge of the second mounting hole. Each of the first limiting holes is directly opposite to each of the second limiting holes, and a limiting area is jointly formed between adjacent first limiting holes and second limiting holes.

[0012] The bottom corner reinforcement unit includes multiple groups of the clamping members. Among them, the number of the clamping members is matched with the number of the first limiting holes. Each group of the clamping members is respectively installed in each limiting area, and in the fixed state, the adjacent snap plates of the adjacent clamping members are abutted and limited against each other.

[0013] By adopting the above technical solution, by setting both the first mounting hole and the second mounting hole as circular through holes, it is beneficial to make the formed limiting areas circumferentially equidistant around the central axis of the first mounting hole / the central axis of the second mounting hole, so that after each group of clamping members are installed in the corresponding limiting areas, they can be mutually abutted and limited. In this application, by setting multiple groups of clamping members to clamp and limit the steel structure base and the box-type house, the installation stability and wind resistance bearing capacity of the box-type house can be further improved.

[0014] Optionally, the number of the clamping members is set to six groups, and the outer diameter of the buckle plate of each clamping member matches the outer diameter of the first mounting hole; the connecting rods are eccentrically arranged with the adjacent buckle plates on both sides, and the outer peripheral edge of the connecting rod partially coincides with the outer peripheral edge of the buckle plate; the connecting rod of one group of the clamping members is detachably fixed to the adjacent buckle plate through a connecting component.

[0015] By adopting the above technical solution, by setting both the first mounting hole and the second mounting hole as circular shapes matching the buckle plate, each group of clamping members can be clamped in one of the limiting areas after being inserted into the first mounting hole and the second mounting hole. By rotating the clamping member, the buckle plate of the clamping member can be completely separated from the outside of the first mounting hole / the second mounting hole, so as to facilitate the smooth installation of other clamping members between the first mounting hole and the second mounting hole. After the six groups of clamping members are respectively installed in the corresponding limiting areas, the adjacent clamping members can smoothly maintain a mutually abutted state to improve the wind resistance bearing capacity of the box-type house.

[0016] Optionally, a toothed portion is partially provided on the outer peripheral side of each buckle plate, and the toothed portions located between the two adjacent clamping members are mutually engaged.

[0017] By adopting the above technical solution, after the adjacent buckle plates of two adjacent clamping members are mutually engaged through the toothed portions, when the connecting rod of a certain clamping member is accidentally broken, the buckle plate of the clamping member remains in an engaged state with the adjacent buckle plate through the toothed portion, which can reduce the situation of the buckle plate detaching from the adjacent buckle plate, and reduce the possibility of other clamping members not fixed by the positioning pins moving arbitrarily inside the first mounting hole and the second mounting hole, which is beneficial to keeping a good fixing effect of each group of clamping members and improving the wind resistance bearing capacity of the box-type house.

[0018] Optionally, the fixing pin is connected between the uppermost clamping member, the steel structure base and the bottom angle steel among all the clamping members.

[0019] By adopting the above technical solution, by connecting the fixing pin to the uppermost clamping member among all the clamping members, when the positioning pin is accidentally broken, the buckle plate of the clamping member can remain in an engaged state with the adjacent buckle plate under the action of gravity, so that there is still a good connection strength between the box-type house and the steel structure base.

[0020] Optionally, the side wall reinforcement unit includes an L-shaped connecting member and a side wall fishbone inner lining. The bottom of the L-shaped connecting member is used for fixedly connecting with the bottom cross beam of the container house, and the outer side of the L-shaped connecting member is used for fixedly connecting with the side wall panel of the container house;

[0021] The side wall fishbone inner lining includes a steel structure plate and a plurality of steel bars inserted and fixed on the steel structure plate. The bottom end of the steel structure plate is fixedly connected with the bottom cross beam, and the top end of the steel structure plate is used for fixedly connecting with the top cross beam of the container house; all the steel bars are arranged at intervals along the extension direction of the steel structure plate; the end of the steel bar away from the steel structure plate is inserted into the side wall panel.

[0022] By adopting the above technical solution, the side wall panel is firmly fixed to the bottom cross beam through the L-shaped connecting member, which can reduce the possibility of the side wall panel detaching from the bottom cross beam under the action of wind when the bottom of the container house is stable; in addition, the steel structure plate and the plurality of steel bars jointly form a vertically arranged fishbone-shaped side wall fishbone inner lining, which can effectively improve the connection strength between adjacent side wall panels and the wind resistance bearing capacity, and reduce the possibility of the side wall panel located in the middle being deflected. In addition, since the side wall fishbone inner lining is embedded in the side wall panel, it can also keep the container house in good structural compactness.

[0023] Optionally, it further includes a top plate reinforcement unit. The top plate reinforcement unit includes a Z-shaped connecting member and a pressing mechanism. Among them, the top of the Z-shaped connecting member is used for fixedly connecting with the top cross beam of the container house, and a first flexible cushion block is bonded to the bottom of the Z-shaped connecting member, and the first flexible cushion block is used for abutting against the top wall panel of the container house;

[0024] The pressing mechanism includes a rectangular steel pipe and two L-shaped end plates. The two L-shaped end plates are respectively arranged at both ends of the rectangular steel pipe. The rectangular steel pipe is fixedly connected with the top cross beam of the container house through the L-shaped end plates; a second flexible cushion block is bonded to the bottom of the rectangular steel pipe, and the second flexible cushion block abuts against the top wall panel of the container house.

[0025] By adopting the above technical solution, by arranging the Z-shaped connecting member to be connected to the top cross beam of the container house, the bottom of the Z-shaped connecting member extends above the top wall panel and abuts against the top wall panel through the first flexible cushion, which can play a buffering role for the top wall panel; in addition, both ends of the rectangular steel pipe are welded to the top cross beams on both sides of the container house, which can improve the bearing capacity of the top of the container house, and the bottom of the rectangular steel pipe abuts against the top wall panel through the second flexible cushion, which can also play a buffering role on the top wall panel. When the bottom support of the container house is stable, the vibration amplitude of the top wall panel is small, and the vibration of the top wall panel is further weakened through the first flexible cushion and the second flexible cushion, which can effectively reduce the fatigue damage of the top wall panel and improve the service life.

[0026] Optionally, it further includes a canopy reinforcement unit, and the canopy reinforcement unit is arranged on the canopy structure of the container house; the canopy reinforcement unit includes canopy ribs, steel cables and cornice ribs. Among them, the cornice ribs are fixed at the cornice position of the canopy structure; there are two canopy ribs, and the two canopy ribs are respectively fixed on two opposite sides of the canopy structure. A plurality of lifting lugs are fixed on the top of the canopy ribs, and each lifting lug is provided with a perforation, and the steel cable is simultaneously passed through the adjacent perforations of the two canopy ribs.

[0027] By adopting the above technical solution, the canopy structure is usually arranged at the exit of the container house to play a role in shielding wind and rain; by fixing the cornice ribs at the cornice position of the canopy structure and fixing the two canopy ribs on two opposite sides of the canopy structure respectively, a stable support structure can be formed among the cornice ribs, the two canopy ribs and the top beam of the container house, so as to improve the bending resistance of the canopy structure and reduce the deflection of the cornice. In addition, by using the steel cable to pass through the adjacent perforations of the two canopy ribs, the two ends of the steel cable can be respectively connected to the top beam, and the deflection range of the canopy can be flexibly controlled by adjusting the tightness of the steel cable, so as to adapt to the use of the canopy structure in different wind environments and have a good service life.

[0028] Optionally, it further includes a box connection unit, and the box connection unit includes a plurality of butterfly connectors; among them, the butterfly connector includes four butterfly plates integrally formed, and the butterfly plates are provided with kidney-shaped holes.

[0029] By adopting the above technical solution, the butterfly connector is integrally formed by four butterfly plates. By inserting the fastener into the kidney-shaped hole and fixing it to a container house, the butterfly plate can be firmly connected to the adjacent container house, and four container houses can be firmly formed into an integral roof truss after being built in a vertical plane. In addition, by folding the butterfly connector 90° along one of its symmetry axes, two side-by-side container houses can be connected; the integral roof truss after being built has good structural stability and good wind resistance and load-bearing capacity, and can reduce the possibility of local damage to a certain container house.

[0030] In the second aspect, an installation method of a complete set of windproof reinforcement devices based on standard container houses provided by the present application adopts the following technical solution:

[0031] An installation method of a complete set of windproof reinforcement devices based on standard container houses specifically includes the following steps:

[0032] Step S1, erection of the support foundation: Excavate a pre-embedded groove in the ground foundation, embed a steel plate into the pre-embedded groove. The steel plate has a vertically penetrating through-hole. Through the through-hole, excavate the ground foundation at the bottom to form a hole. Insert the anchor bars into the hole, and then pour concrete into the hole to form a stable support foundation.

[0033] Step S2, installation of the bottom corner reinforcement unit, specifically including:

[0034] S21, Place the overall frame of the container house on the ground, with the corner positions of the container house above the steel plate.

[0035] S22, Embed the bottom angle steel at the bottom corner position of the container house and fix it with fasteners. The installation hole two of the bottom angle steel faces outward; there is a reserved hole one on the surface of the bottom angle steel.

[0036] S23, Weld and fix the steel structure base on the top of the steel plate, making the installation hole one and the installation hole two face each other; the steel structure base has a reserved hole two that faces the reserved hole one.

[0037] S24, Install the clamping member into the installation hole one and the installation hole two, and rotate the double-headed clamping mechanism. One of the buckle plates enters the bottom angle steel and abuts against the inner wall of the bottom angle steel, and the other buckle plate abuts against the side of the steel structure base away from the bottom angle steel; each buckle plate has a reserved hole three.

[0038] S25, Insert the fixing pins successively through the reserved hole three, the reserved hole two, the installation hole one, and the other reserved hole three, so that the bottom angle steel, the clamping member, and the steel structure base are firmly connected.

[0039] Step S3, installation of the side wall reinforcement mechanism, specifically including:

[0040] S31, Use fasteners to fix the bottom of the L-shaped connecting piece to the bottom cross beam and fix the top of the L-shaped connecting piece to the side wall panel.

[0041] S32, Install the side wall panel. Fix the outside of the side wall panel to the container house, fix the top of the side wall panel to the top cross beam, and fix the bottom of the side wall panel to the bottom cross beam.

[0042] S33, Use fasteners to connect the top end of the steel structure plate to the top cross beam and connect the bottom end of the steel structure plate to the bottom cross beam, making the steel structure plate vertical; horizontally insert the steel rod into the steel structure plate, and make one end of the steel rod insert into the reserved hole of the side wall panel; the other end of the steel rod is partially exposed outside the steel structure plate.

[0043] S34, Fix the other side wall panel between the top cross beam and the bottom cross beam. One side of the side wall panel abuts against the steel structure plate, and make the steel rod exposed on the steel structure plate insert into the reserved hole of this side wall panel.

[0044] Repeat S33 and S34 to complete the laying of the entire side wall.

[0045] By adopting the above technical solution, after the container house is built, the bottom corner reinforcement unit at the bottom corner position of the container house can firmly fix the container house, effectively reducing the situation of the container house shifting under the action of wind; in addition, by connecting adjacent side wall panels through the side wall fishbone lining, the connection strength and wind resistance bearing capacity between adjacent side wall panels can be effectively improved, thereby enabling the overall container house to maintain good wind resistance bearing capacity and structural compactness.

[0046] In summary, the present application includes at least one of the following beneficial technical effects:

[0047] 1. By processing the bottom corners of the container house through the bottom corner reinforcement unit and processing adjacent side wall panels through the side wall reinforcement unit, the structural compactness of the container house can be improved while maintaining good wind resistance effect of the container house;

[0048] 2. By setting up the awning reinforcement unit to support the awning structure of the container house, the bending resistance of the awning structure can be improved and the deflection of the eaves can be reduced; in addition, by passing the steel cable through the adjacent perforations of the two awning rib plates, the tightness of the steel cable can be flexibly controlled to adjust the deflection range of the awning, so as to adapt to the use of the awning structure in different wind environments and have a good service life;

[0049] 3. By setting up the top plate reinforcement unit to reinforce the top wall panel of the container house, when the bottom support of the container house is stable, the vibration amplitude of the top wall panel is small, and the vibration of the top wall panel is further reduced through the first flexible pad and the second flexible pad, which can effectively reduce the fatigue damage of the top wall panel and improve the service life. BRIEF DESCRIPTION OF THE DRAWINGS

[0050] Figure 1 is the overall structural schematic diagram of Embodiment 1;

[0051] Figure 2 is Figure 1 the enlarged view of A in

[0052] Figure 3 is the exploded view of the bottom corner reinforcement unit in Embodiment 1;

[0053] Figure 4 is Figure 1 the enlarged view of B in

[0054] Figure 5 is Figure 1 the enlarged view of C in

[0055] Figure 6 is Figure 1 The enlarged view at D in the figure mainly shows the structure of the awning reinforcement unit;

[0056] Figure 7 is Figure 1 The enlarged view at E in the figure mainly shows the structure of the box connection unit;

[0057] Figure 8 It is a schematic structural view of the bottom corner reinforcement unit in Embodiment 2;

[0058] Figure 9 It is an exploded view of the bottom corner reinforcement unit in Embodiment 2.

[0059] Explanation of reference numerals: 1. Bottom corner reinforcement unit; 11. Bottom angle steel; 111. Second mounting hole; 112. Second limit card hole; 113. First reserved hole; 12. Clamping member; 121. Connecting rod; 122. Buckle plate; 1221. Tooth-shaped part; 123. Third reserved hole; 124. Connecting part; 13. Steel structure base; 131. First mounting hole; 132. Second reserved hole; 133. First limit card hole; 134. Bottom plate; 135. Vertical plate; 136. Reinforcing rib plate; 14. Fixed pin;

[0060] 2. Side wall reinforcement unit; 21. L-shaped connecting piece; 211. First connecting piece; 212. Second connecting piece; 22. Side wall fishbone inner lining; 221. Steel structure plate; 222. Steel rod member; 3. Top plate reinforcement unit; 31. Z-shaped connecting piece; 311. Third connecting piece; 312. Fourth connecting piece; 313. Fifth connecting piece; 314. First flexible cushion block; 32. Pressing mechanism; 321. Rectangular steel pipe; 322. L-shaped end plate; 323. Second flexible cushion block;

[0061] 4. Awning reinforcement unit; 41. Awning rib plate; 411. Suspension ear; 42. Eave rib plate; 43. Steel cable; 5. Box connection unit; 51. Butterfly-shaped connecting piece; 511. Butterfly-shaped plate; 512. Kidney-shaped hole; 6. Box-type house; 61. Bottom cross beam; 62. Top cross beam; 63. Top wall panel; 64. Side wall panel; 65. Awning structure. Detailed implementation manners

[0062] The following further elaborates on this application in conjunction with the attached Figures 1-9 figures for a more detailed description.

[0063] Embodiment 1

[0064] The embodiment of this application discloses a complete set of windproof reinforcement devices for standard box-type houses.

[0065] Referring to Figure 1, A complete set of wind-proof reinforcement device for a standard container house, which is arranged around the container house 6 and is used to improve the connection strength and wind-resistant bearing capacity of the container house 6. Among them, the container house 6 includes a bottom cross beam 61 arranged at the bottom of the container house 6, a top cross beam 62 arranged at the top of the container house 6, a top wall panel 63 arranged between adjacent top cross beams 62, a side wall panel 64 arranged on the side of the container house 6, and a canopy structure 65 arranged at the exit of the container house 6.

[0066] The complete set of wind-proof reinforcement device includes a bottom corner reinforcement unit 1, a side wall reinforcement unit 2, a top plate reinforcement unit 3, a canopy reinforcement unit 4, and a box body connection unit 5. Among them, the bottom corner reinforcement unit 1 is arranged at the bottom corner position of the container house 6 and is used to improve the connection strength between the container house 6 and the bottom supporting foundation and enhance the wind-resistant bearing capacity of the container house 6.

[0067] Refer to Figure 2 , The bottom corner reinforcement unit 1 includes a bottom angle steel 11, a clamping member 12, a fixing pin 14, and a steel structure base 13. Among them, the bottom angle steel 11 is embedded at the bottom corner position of the container house 6 and is connected to the ends of the two adjacent bottom cross beams 61 on both sides through fasteners such as self-tapping bolts. Refer to Figure 3 , The bottom angle steel 11 is exposed on the side of the container house 6 and is provided with a second installation hole 111 and a first reserved hole 113. In this embodiment, the first reserved hole 113 is located below the second installation hole 111.

[0068] Return to Figure 2 , The steel structure base 13 includes a bottom plate 134, a vertical plate 135 vertically fixed on the upper surface of the bottom plate 134, and a reinforcing rib plate 136 connected between the bottom plate 134 and the vertical plate 135. The bottom plate 134 is anchored to the supporting foundation at the bottom of the container house 6 through anchor bars. And when the steel structure base 13 is fixed, the vertical plate 135 abuts against the outer side of the bottom angle steel 11. Refer to Figure 3 , The vertical plate 135 is provided with a first installation hole 131 and a second reserved hole 132. Among them, the first installation hole 131 is arranged opposite to the second installation hole 111, and the second reserved hole 132 is arranged opposite to the first reserved hole 113.

[0069] The clamping member 12 includes a connecting rod 121 and two buckle plates 122 integrally formed at both ends of the connecting rod 121. The connecting rod 121 and the buckle plates 122 are eccentrically arranged. The sum of the thickness of the bottom angle steel 11 and the thickness of the vertical plate 135 is set to be equal to the axial length of the connecting rod 121. The shapes of the buckle plates 122 are the same as those of the first installation hole 131 and the second installation hole 111. By inserting one buckle plate 122 into the second installation hole 111 and the first installation hole 131, rotating the clamping member 12 can make the two buckle plates 122 respectively abut against the opposite sides of the bottom plate 134 angle steel and the vertical plate 135, so as to preliminarily fix the container house 6 and the steel structure base 13 in a clamping and limiting manner.

[0070] Each snap plate 122 is provided with a through reserved hole three 123. When the snap plate 122 is inserted into the first mounting hole 131 and the second mounting hole 111, the reserved hole three 123 can be rotated to a position directly opposite to the first reserved hole 113 and the second reserved hole 132. The inner diameters of the first reserved hole 113, the second reserved hole 132, and the reserved hole three 123 are all set to be equal to the outer diameter of the fixing pin 14. In the fixed state, the fixing pin 14 sequentially passes through the reserved hole three 123, the second reserved hole 132, the first reserved hole 113, and another reserved hole three 123, so that the fixing pin 14 passes through the snap plate 122, the steel structure base 13, the bottom angle steel 11, and another snap plate 122, and can firmly connect the box-type house 6 and the steel structure base 13. It can be understood that the fixed state mentioned here refers to the state after the box-type house 6 is built and fixed.

[0071] Back to Figure 1 , the side wall reinforcement mechanism is arranged between the side wall panel 64 and the adjacent bottom cross beam 61 and top cross beam 62. Refer to Figure 4 , the side wall reinforcement mechanism includes an L-shaped connecting piece 21 and a side wall fishbone inner lining 22. The L-shaped connecting piece 21 includes a first connecting piece 211 and a second connecting piece 212 formed integrally. The first connecting piece 211 and the second connecting piece 212 are perpendicular to each other. The first connecting piece 211 is fixedly connected to the bottom cross beam 61, and the second connecting piece 212 is fixedly connected to the side wall panel 64. The number of L-shaped connecting pieces 21 is multiple, and all the L-shaped connecting pieces 21 are arranged at equal intervals along the bottom cross beam 61 around the bottom of the box-type house 6.

[0072] There are multiple groups of side wall fishbone inner linings 22. Each side wall fishbone inner lining 22 is vertically arranged between the top cross beam 62 and the bottom cross beam 61. Among them, the side wall fishbone inner lining 22 includes a steel structure plate 221 and multiple steel bars 222. The steel structure plate 221 is set as a C-shaped flat steel. The top end of the steel structure plate 221 is fixedly connected to the top cross beam 62, and the bottom end of the steel structure plate 221 is fixedly connected to the bottom cross beam 61. The steel bars 222 are set as pointed round steels. Each steel bar 222 is horizontally inserted into the steel structure plate 221 and fixed to the steel structure plate 221. All the steel bars 222 are arranged at equal intervals along the extension direction of the steel structure plate 221. In this embodiment, both ends of the steel bar 222 are exposed on two opposite sides of the steel structure plate 221. By inserting the steel bar 222 into the side wall panel 64, the connection strength and bending resistance of each side wall panel 64 can be improved, and the possibility of flexural deformation of the side wall panel 64 can be reduced.

[0073] Refer to Figure 5, the roof reinforcement unit 3 is arranged between the top wall panel 63 and the adjacent outer top cross beam 62; the top reinforcement unit includes a Z-shaped connecting piece 31 and a coping mechanism 32. Among them, the Z-shaped connecting piece 31 includes a connecting piece three 311, a connecting piece four 312 and a connecting piece five 313 arranged in sequence. The connecting piece three 311 is fixedly connected to the top cross beam 62; the connecting piece five 313 is located below the connecting piece three 311, and a first flexible cushion block 314 is bonded to the bottom of the connecting piece five 313. The first flexible cushion block 314 abuts against the upper surface of the top wall panel 63 and has the function of buffering and shock absorption.

[0074] The coping mechanism 32 includes a rectangular steel pipe 321 and two L-shaped end plates 322. The two L-shaped end plates 322 are respectively arranged at both ends of the rectangular steel pipe 321; a part of the L-shaped end plate 322 is embedded inside the rectangular steel pipe 321 and is fixedly welded to the rectangular steel pipe 321. The exposed part of the L-shaped end plate 322 is fixedly connected to the adjacent top cross beam 62 by welding, so as to fix the rectangular steel pipe 321 to the top wall panel 63; in addition, the rectangular steel pipe 321 is arranged at the middle position of the top of the top wall panel 63, which can effectively reduce the disturbance at the center of the top wall panel 63 and improve the flexural bearing capacity. A second flexible cushion block 323 is bonded to the bottom of the rectangular steel pipe 321. The second flexible cushion block 323 abuts against the upper surface of the top wall panel 63 and also has the function of buffering and shock absorption; both the first flexible cushion block 314 and the second flexible cushion block 323 can be processed and made of elastic materials such as rubber, silica gel, and foam, so that they have good buffering and shock absorption effects.

[0075] In addition, the top wall panel 63 in this embodiment is selected as a color steel corrugated board. The upper surface of the color steel corrugated board has a plurality of concave positions. By embedding the first flexible cushion block 314 into the concave positions of the top wall panel 63, the compactness of the structure can be improved while having a buffering and shock absorption effect after the installation of the roof reinforcement unit 3.

[0076] Refer to Figure 6 , the awning reinforcement unit 4 is arranged outside the awning structure 65 of the container house 6; the awning reinforcement unit 4 includes awning ribs 41, steel cables 43 and cornice ribs 42. Among them, the number of awning ribs 41 is two, and the two awning ribs 41 are respectively arranged on two opposite sides of the awning structure 65. One side of the awning rib 41 close to the container house 6 is fixedly connected to the top cross beam 62 through fasteners; the cornice rib 42 is arranged at the cornice position of the awning structure 65, and both ends of the cornice rib 42 are respectively fixedly connected to the awning rib 41 through fasteners, so as to form a support structure for stably supporting the awning structure 65, improve the flexural capacity of the awning structure 65, and reduce the deflection of the cornice.

[0077] The top of each canopy rib 41 is integrally formed with a plurality of hanging ears 411, and all the hanging ears 411 are arranged at intervals along the extension direction of the canopy rib 41; each hanging ear 411 is provided with a through hole; there are a plurality of steel cables 43, and each steel cable 43 is passed between adjacent through holes of two canopy ribs 41, and both ends of the steel cable 43 can be respectively connected to the top crossbeam 62 of the box-type board house 6. By adjusting the tightness of the steel cable 43, the deflection range of the canopy can be flexibly controlled to be suitable for the use of the canopy structure 65 in different wind environments, and has a good service life.

[0078] Reference Figure 7 The box connecting unit 5 includes a plurality of butterfly-shaped connectors 51, each of which is arranged between adjacent box-type board houses 6 to connect adjacent box-type board houses 6; wherein the butterfly-shaped connector 51 includes four integrally formed butterfly plates 511, each of which is provided with a waist-shaped hole 512. By inserting a fastener into the waist-shaped hole 512 and fixing it to a box-type board house 6, the butterfly plate 511 can be firmly connected to the adjacent box-type board houses 6, and the four box-type board houses 6 can be firmly formed into an integral roof truss after being built in a vertical plane.

[0079] In addition, by folding the butterfly-shaped connector 51 90° along one of the symmetry axes, two box-type prefabricated houses 6 arranged side by side can be connected; the overall roof truss after construction has good structural stability and good wind bearing capacity, which can reduce the possibility of local damage to a box-type prefabricated house 6.

[0080] The implementation principle of a set of windproof reinforcement device for a standard container-type house in the embodiment of the present application is as follows:

[0081] After the box-type house of this embodiment is reinforced and supported by the bottom corner reinforcement unit 1, the side wall reinforcement unit 2, the canopy reinforcement unit 4, the top plate reinforcement unit 3 and the box body connection unit 5, the stability of the overall structure of the box-type panel house 6 can be effectively improved, thereby improving the wind resistance of the box-type panel house 6; and each unit occupies a small surrounding space, which can improve the structural compactness of the box-type panel house 6 while maintaining a good wind resistance effect.

[0082] Example 2

[0083] The embodiment of the present application discloses a complete set of windproof reinforcement devices for a standard container-type house.

[0084] Reference Figure 8 , Figure 9 The embodiment of the present application discloses a complete set of windproof reinforcement device for a standard container-type house. The remaining components are the same as those in the embodiment 1, and will not be described one by one here. The difference from the embodiment 1 is that:

[0085] The first mounting hole 131 provided on the vertical plate 135 and the second mounting hole 111 provided on the bottom angle steel 11 are both circular through holes. The snap plate 122 of the clamping member 12 is a circular plate. The inner diameters of the first mounting hole 131 and the second mounting hole 111 are both set to be equal to the outer diameter of the snap plate 122. The connecting rod 121 is eccentrically arranged with the snap plate 122, and the outer peripheral edge of the connecting rod 121 partially coincides with the outer peripheral edge of the snap plate 122, that is, they are tangent to each other.

[0086] A plurality of first limiting holes 133 are equidistantly formed on the circumferential edge of the first mounting hole 131, and a plurality of second limiting holes 112 are equidistantly formed on the circumferential edge of the second mounting hole 111. Each of the first limiting holes 133 is disposed opposite to each of the second limiting holes 112. The adjacent first limiting holes 133 and the second limiting holes 112 together form a limiting area, and the specific number of the limiting areas is six. The number of the clamping members 12 is set to be equal to the number of the limiting areas. By passing each clamping member 12 through the first mounting hole 131 and the second mounting hole 111 respectively, the connecting rod 121 of each clamping member 12 is clamped in the corresponding limiting hole, and the snap plate 122 is rotated to the outside of the first mounting hole 131, so that the six clamping members 12 can be installed together between the bottom angle steel 11 and the steel structure base 13 to improve the connection strength and connection stability between the bottom angle steel 11 and the steel structure base 13.

[0087] In the fixed state, when each clamping member 12 is correspondingly clamped into each limiting area, the adjacent snap plates 122 of the adjacent clamping members 12 are abutted and limited to each other. The snap plates 122 and the connecting rods 121 of five groups of the clamping members 12 among all the clamping members 12 are integrally formed, and the snap member of the remaining group of clamping members 12 is detachably fixed to the connecting rod 121 through a connecting member 124, and the connecting member 124 can be a screw, a bolt or a hand-adjustable knob, etc.

[0088] During the specific installation, each group of clamping members 12 is sequentially installed into the first mounting hole 131 and the second mounting hole 111, and the clamping members 12 are rotated so that each clamping member 12 is correspondingly clamped in the limiting area. Then, a snap plate 122 of the remaining group of clamping members 12 is installed into the bottom angle steel 11 through the first mounting hole 131 and the second mounting hole 111, and the snap plate 122 is manually moved to the last limiting area, and then the snap plate 122 is fixedly connected to the connecting rod 121 by using the connecting member 124, thereby completing the installation of all the clamping members 12.

[0089] On the outer peripheral edge of each snap plate 122, an integrally formed tooth-shaped portion 1221 is provided. The tooth-shaped portions 1221 of adjacent snap members are engaged with each other, which is beneficial to maintaining a good fixing effect of each clamping member 12 when the connecting rod 121 of a certain clamping member 12 accidentally breaks. In addition, the fixing pin 14 is inserted between the uppermost clamping member 12, the steel structure base 13 and the bottom angle steel 11 among all the clamping members 12, which is beneficial to maintaining a good fixing effect of each clamping member 12 when the positioning pin accidentally breaks, and further enabling a good connection strength between the box-type board house 6 and the steel structure base 13.

[0090] The implementation principle of Embodiment 2 of this application is as follows:

[0091] In this embodiment, six groups of clamping members 12 are installed together between the mounting hole one 131 and the mounting hole two 111, so that multiple groups of clamping members 12 clamp and limit the steel structure base 13 and the box-type board house 6, which can further improve the installation stability and wind resistance bearing capacity of the box-type board house 6, and can still enable a good connection strength between the box-type board house 6 and the steel structure base 13 when the connecting rod 121 and the positioning pin accidentally break.

[0092] Embodiment 3

[0093] This application embodiment also discloses an installation method, which is installed based on the complete set of windproof reinforcement devices for standard box-type houses mentioned in Embodiment 1.

[0094] An installation method for a complete set of windproof reinforcement devices for standard box-type houses specifically includes the following steps:

[0095] Step S1, set up the foundation construction; excavate a pre-buried groove in the ground foundation, bury a steel plate inside the pre-buried groove. The steel plate has a vertically penetrating through-hole. Excavate a hole in the bottom ground foundation through the through-hole, insert the anchor bars into the hole, and then pour concrete into the hole to form a stable set-up foundation.

[0096] Step S2, install the bottom corner reinforcement unit 1; specifically including:

[0097] S21, place the overall frame of the box-type board house 6 on the ground, and the corner positions of the box-type board house 6 are located above the steel plate.

[0098] S22, embed the bottom angle steel 11 at the bottom corner position of the box-type board house 6 and fix it with fasteners such as self-tapping bolts. The mounting hole two 111 of the bottom angle steel 11 is set facing outward; a first reserved hole 113 is provided on the surface of the bottom angle steel 11.

[0099] S23. Weld and fix the steel structure base 13 to the top of the steel plate so that the first mounting hole 131 is directly opposite to the second mounting hole 111; the steel structure base 13 has a second reserved hole 132 that is directly opposite to the first reserved hole 113.

[0100] S24. Insert the clamping member 12 into the first mounting hole 131 and the second mounting hole 111, and rotate the double-headed clamping mechanism. One of the buckle plates 122 enters the interior of the bottom angle steel 11 and abuts against the inner wall of the bottom angle steel 11, and the other buckle plate 122 abuts against the side of the steel structure base 13 away from the bottom angle steel 11; each buckle plate 122 has a third reserved hole 123.

[0101] S25. Insert the fixing pin 14 successively through the third reserved hole 123, the second reserved hole 132, the first reserved hole 113, and another third reserved hole 123. The first reserved hole 113, the second reserved hole 132, and the third reserved hole 123 are all in interference fit with the fixing pin 14, so that the fixing pin 14 firmly connects the bottom angle steel 11, the clamping member 12, and the steel structure base 13.

[0102] Step S3. Install the side wall reinforcement mechanism; specifically including:

[0103] S31. Use fasteners to fix the bottom of the L-shaped connecting member 21 to the bottom cross beam 61 and fix the top of the L-shaped connecting member 21 to the side wall panel 64.

[0104] S32. Install the side wall panel 64. Fix the outer side of the side wall panel 64 to the box-type panel house 6, fix the top of the side wall panel 64 to the top cross beam 62, and fix the bottom of the side wall panel 64 to the bottom cross beam 61.

[0105] S33. Use fasteners to connect the top end of the steel structure plate 221 to the top cross beam 62 and connect the bottom end of the steel structure plate 221 to the bottom cross beam 61 so that the steel structure plate 221 is vertically arranged; horizontally insert the steel rod member 222 into the steel structure plate 221 and make one end of the steel rod member 222 insert into the reserved hole of the side wall panel 64; the other end of the steel rod member 222 is partially exposed outside the steel structure plate 221.

[0106] S34. Fix the other side wall panel 64 between the top cross beam 62 and the bottom cross beam 61. One side of the side wall panel 64 abuts against the steel structure plate 221 and make the steel rod member 222 exposed on the steel structure plate 221 insert into the reserved hole of this side wall panel 64.

[0107] Repeat S33 and S34 to complete the laying of the entire side wall.

[0108] Step S4. Install the top plate reinforcement unit 3; specifically including:

[0109] S41. Use fasteners to fixedly connect the connecting piece three 311 of the Z-shaped connecting piece 31 to the top cross beam 62, so that the side surface of the connecting piece four 312 abuts against the side surface of the top cross beam 62, and the first flexible cushion block 314 abuts against the top of the top wall panel 63.

[0110] S42. Install a Z-shaped connecting piece 31 at intervals of a specified distance along the extending direction of each top cross beam 62.

[0111] S43. Support the rectangular steel pipe 321 above the top wall panel 63, and the rectangular steel pipe 321 is located at the middle position of the top of the top wall panel 63; adjust the position of the rectangular steel pipe 321 so that the lower second flexible cushion block 323 is located inside the concave position of the top wall panel 63.

[0112] S44. Partially embed two L-shaped end plates 322 into the rectangular steel pipe 321 respectively, weld and fix the L-shaped end plates 322 to the rectangular steel pipe 321, and weld the exposed ends of the L-shaped end plates 322 to the adjacent outer top cross beam 62.

[0113] Step S5. Install the awning reinforcement unit 4; specifically including:

[0114] S51. Use fasteners to fix the end of the awning rib plate 41 to the top cross beam 62 close to the awning structure 65, and the awning rib plate 41 is supported on the outer edge of the awning structure 65.

[0115] S52. Support the eaves rib plate 42 at the eaves position of the awning structure 65, and use fasteners to fix the two ends of the eaves rib plate 42 to the ends of the two awning rib plates 41 respectively.

[0116] S53. Thread the steel cable 43 through the perforations of the adjacent suspension rings on the two awning rib plates 41, and tie one end of the steel cable 43 to the top cross beam 62; adjust the tension of the steel cable 43, and then tie the other end of the steel cable 43 to the top cross beam 62 for fixation.

[0117] Step S6. Install the box connection unit 5; after each box-type house 6 is supported and fixed, use fasteners to insert into the kidney-shaped holes 512 of the butterfly-shaped connecting piece 51 and connect to the box-type house 6 one by one, and firmly connect each adjacent box-type house 6 to form a stable overall structure of the box-type house 6.

[0118] The above is the preferred embodiment of the present application, and the protection scope of the present application is not limited thereby. Therefore, all equivalent changes made according to the structure, shape, and principle of the present application should be covered within the protection scope of the present application.

Claims

1. A complete wind-proof reinforcement device for a standard container house, which is arranged around a container board house (6), and is characterized in that: The described complete set of windproof reinforcement devices includes a bottom corner reinforcement unit (1) for reinforcing the bottom corners of the box-type board house (6) and a side wall reinforcement unit (2) for reinforcing the side wall panels (64) of the box-type board house (6); The bottom corner reinforcement unit (1) includes a bottom angle steel (11), a clamping member (12), a fixing pin (14), and a steel structure base (13). Among them, the bottom angle steel (11) is embedded and fixed at the bottom corner position of the box-type board house (6); the steel structure base (13) is anchored to the supporting foundation at the bottom of the box-type board house (6), and one side surface of the steel structure base (13) is used to abut against the bottom angle steel (11); the steel structure base (13) is provided with a first mounting hole (131), and the bottom angle steel (11) is provided with a second mounting hole (111) that is disposed opposite to the first mounting hole (131); The clamping member (12) includes a connecting rod (121) and two clamping plates (122) provided at both ends of the connecting rod (121). The sum of the thickness of the bottom angle steel (11) and the thickness of the steel structure base (13) is matched with the axial length of the connecting rod (121); the shape of the clamping plate (122) is adapted to the shapes of the first mounting hole (131) and the second mounting hole (111). In the fixed state, the fixing pin (14) sequentially passes through the clamping plate (122), the steel structure base (13), the bottom angle steel (11), and the other clamping plate (122); both the first mounting hole (131) and the second mounting hole (111) are provided as circular through holes. A plurality of first limiting holes (133) are equidistantly formed on the circumferential edge of the first mounting hole (131), and a plurality of second limiting holes (112) are equidistantly formed on the circumferential edge of the second mounting hole (111). Each of the first limiting holes (133) is disposed opposite to each of the second limiting holes (112), and a limiting area is jointly formed between adjacent first limiting holes (133) and second limiting holes (112); The bottom corner reinforcement unit (1) includes multiple groups of the clamping members (12). Among them, the number of the clamping members (12) is matched with the number of the first limiting holes (133). Each group of the clamping members (12) is respectively installed in each limiting area, and in the fixed state, the adjacent clamping plates (122) of adjacent clamping members (12) are abutted and limited against each other; a tooth-shaped portion (1221) is locally provided on the outer peripheral side of each clamping plate (122), and the tooth-shaped portions (1221) located between adjacent clamping members (12) are engaged with each other.

2. The complete windproof reinforcement device for the standard container house according to claim 1, characterized in that: The outer diameter of each clamping plate (122) of each clamping member (12) is matched with the outer diameter of the first mounting hole (131); the connecting rod (121) is eccentrically arranged with the adjacent clamping plates (122) on both sides, and the outer peripheral edge of the connecting rod (121) partially coincides with the outer peripheral edge of the clamping plate (122); the connecting rod (121) of one group of the clamping members (12) and the adjacent clamping plate (122) are detachably fixed through a connecting member (124).

3. The complete set of wind-proof reinforcement device for the standard container house according to claim 2, characterized in that: The fixing pin (14) is connected to the uppermost clamping member (12) among all the clamping members (12), the steel structure base (13) and the bottom angle steel (11).

4. The complete windproof reinforcement device for the standard container house according to claim 1, characterized in that: The side wall reinforcement unit (2) includes an L-shaped connecting piece (21) and a side wall fishbone inner lining (22). The bottom of the L-shaped connecting piece (21) is used for fixedly connecting with the bottom cross beam (61) of the container house (6), and the outer side of the L-shaped connecting piece (21) is used for fixedly connecting with the side wall panel (64) of the container house (6); The side wall fishbone inner lining (22) includes a steel structure plate (221) and a plurality of steel bars (222) inserted and fixed on the steel structure plate (221). The bottom end of the steel structure plate (221) is fixedly connected with the bottom cross beam (61), and the top end of the steel structure plate (221) is used for fixedly connecting with the top cross beam (62) of the container house (6); all the steel bars (222) are arranged at intervals along the extension direction of the steel structure plate (221); one end of the steel bar (222) away from the steel structure plate (221) is inserted into the side wall panel (64).

5. The complete windproof reinforcement device for the standard container house according to claim 1, characterized in that: It further includes a top plate reinforcement unit (3). The top plate reinforcement unit (3) includes a Z-shaped connecting piece (31) and a pressing mechanism (32). Among them, the top of the Z-shaped connecting piece (31) is used for fixedly connecting with the top cross beam (62) of the container house (6), and a first flexible cushion block (314) is bonded to the bottom of the Z-shaped connecting piece (31), and the first flexible cushion block (314) is used for abutting against the top wall panel (63) of the container house (6); The pressing mechanism (32) includes a rectangular steel pipe (321) and two L-shaped end plates (322). The two L-shaped end plates (322) are respectively arranged at both ends of the rectangular steel pipe (321), and the rectangular steel pipe (321) is fixedly connected with the top cross beam (62) of the container house (6) through the L-shaped end plates (322); a second flexible cushion block (323) is bonded to the bottom of the rectangular steel pipe (321), and the second flexible cushion block (323) abuts against the top wall panel (63) of the container house (6).

6. The complete windproof reinforcement device for the standard container house according to claim 1, characterized in that: It further includes a canopy reinforcement unit (4). The canopy reinforcement unit (4) is arranged on the outer side of the canopy structure (65) of the container house (6); the canopy reinforcement unit (4) includes a canopy rib plate (41), a steel cable (43) and an eaves rib plate (42). Among them, the eaves rib plate (42) is fixed at the eaves position of the canopy structure (65); there are two canopy rib plates (41), and the two canopy rib plates (41) are respectively fixed on two opposite sides of the canopy structure (65). A plurality of lifting lugs (411) are fixed on the top of the canopy rib plate (41), and each lifting lug (411) is provided with a perforation, and the steel cable (43) is simultaneously passed through the adjacent perforations of the two canopy rib plates (41).

7. The complete wind-proof reinforcement device for the standard container house according to claim 1, characterized in that: It further includes a box body connection unit (5). The box body connection unit (5) includes a plurality of butterfly-shaped connecting pieces (51); among them, the butterfly-shaped connecting piece (51) includes four butterfly-shaped plates (511) integrally formed, and the butterfly-shaped plate (511) is provided with an oval hole (512).

8. An installation method of a complete set of windproof reinforcement devices for the standard container house according to claim 4, characterized in that, It includes the following steps: Step S1, erection of the support foundation: Excavate a pre-embedded groove in the ground foundation, embed a steel plate into the pre-embedded groove. The steel plate has a vertically penetrating opening. Through the opening, excavate the ground foundation at the bottom to form a hole. Insert anchor bars into the hole, and then pour concrete into the hole to form a stable support foundation. Step S2, installation of the bottom corner reinforcement unit (1): Specifically including: S21, Place the overall frame of the container house (6) on the ground, and the corner positions of the container house (6) are above the steel plate. S22, Embed the bottom angle steel (11) at the bottom corner position of the container house (6) and fix it with fasteners. The mounting hole two (111) of the bottom angle steel (11) faces outward; there is a reserved hole one (113) on the surface of the bottom angle steel (11). S23, Weld and fix the steel structure base (13) on the top of the steel plate so that the mounting hole one (131) is set opposite to the mounting hole two (111); the steel structure base (13) has a reserved hole two (132) set opposite to the reserved hole one (113). S24, Install the clamping member (12) into the mounting hole one (131) and the mounting hole two (111), and rotate the double-headed clamping mechanism. One of the clamping plates (122) enters the inside of the bottom angle steel (11) and abuts against the inner wall of the bottom angle steel (11), and the other clamping plate (122) abuts against the side of the steel structure base (13) away from the bottom angle steel (11); each clamping plate (122) has a reserved hole three (123). S25, Insert the fixing pin (14) successively through the reserved hole three (123), the reserved hole two (132), the reserved hole one (113), and another reserved hole three (123) to firmly connect the bottom angle steel (11), the clamping member (12), and the steel structure base (13). Step S3, installation of the side wall reinforcement unit (2): Specifically including: S31, Use fasteners to fix the bottom of the L-shaped connecting piece (21) to the bottom cross beam (61), and fix the top of the L-shaped connecting piece (21) to the side wall panel (64). S32, Install the side wall panel (64), fix the outer side of the side wall panel (64) to the container house (6), fix the top of the side wall panel (64) to the top cross beam (62), and fix the bottom of the side wall panel (64) to the bottom cross beam (61). S33, Use fasteners to connect the top end of the steel structure plate (221) to the top cross beam (62), connect the bottom end of the steel structure plate (221) to the bottom cross beam (61), and make the steel structure plate (221) vertically arranged; horizontally insert the steel rod member (222) into the steel structure plate (221), and make one end of the steel rod member (222) insert into the reserved hole of the side wall panel (64); the other end of the steel rod member (222) is partially exposed outside the steel structure plate (221). S34, Fix the other side wall panel (64) between the top cross beam (62) and the bottom cross beam (61). One side of the side wall panel (64) abuts against the steel structure plate (221), and make the exposed steel rod member (222) on the steel structure plate (221) insert into the reserved hole of this side wall panel (64). Repeat S33 and S34 to complete the laying of the entire side wall.

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