Frame board type outer scaffold

Abstract

The present application relates to a kind of frame plate type outer scaffold, belong to construction technology field.Frame plate type outer scaffold outside frame plate and inside frame plate are vertically opposite parallel arrangement, the bottom or top between outside frame plate and inside frame is set horizontal footboard;Footboard, outside frame plate, inside frame plate form single frame unit;Several frame units are connected along vertical linear or horizontal linear intercalation, and the frame unit of horizontal linear intercalation is connected by corner frame unit at longitudinal, transverse junction;Longitudinal frame unit and transverse frame unit at bottom are fixed on ground by adjustable base;Scaffold is fixed with building wall by wall connecting piece.The present application will be frame plate type outer scaffold component unitization, and frame plate type unit is formed into whole structure by connecting piece and card and lap joint between frame plate type unit, jointly bear and provide safe work platform and outer protective barrier, reduce the number of on-site installation and removal component, installation and removal are convenient, and structure is safe and reliable.

Description

Technical Field

[0001] This invention belongs to the field of building construction technology, specifically relating to a frame-plate type external scaffolding. Background Technology

[0002] Construction work requires the erection of temporary external scaffolding to provide workers with a safe and stable working platform for convenient operations. Currently, the mainstream ground-supported scaffolding is constructed using steel pipes, consisting of uprights, horizontal bars, diagonal braces, and couplers forming a frame. Scaffold boards and external protective mesh netting or steel frame panels are then installed onto the frame structure, providing a working platform and safety protection. This traditional scaffolding method has several drawbacks: numerous components, inconvenient installation and dismantling, requiring significant labor during erection and dismantling; connectors must be installed by workers according to specified torque and angle, and improper operation can easily lead to loosening; the additional scaffold boards and protective netting do not share the load with the steel pipe frame structure. Therefore, this invention uses framed plate units connected by connectors and clips to form external scaffolding. These framed plate units not only provide a working platform or safety enclosure but also form an integral structural unit that shares the load. Summary of the Invention

[0003] This invention provides a frame-plate type external scaffolding, which overcomes the shortcomings of traditional external scaffolding such as numerous components, inconvenient connection, and lack of stress on the scaffold boards and protective nets. It is convenient to install and has a reliable structure.

[0004] The present invention adopts the following technical solution:

[0005] The present invention provides a frame-plate type external scaffolding, comprising scaffold boards, outer frame plates, inner frame plates, connectors, adjustable bases, and wall ties;

[0006] The outer frame plate and the inner frame plate are arranged vertically and parallel to each other, and horizontal scaffolding boards are provided at the bottom or top between the outer frame plate and the inner frame plate.

[0007] The aforementioned scaffold boards, outer frame boards, and inner frame boards form a single frame unit;

[0008] Several frame units are spliced ​​together along vertical or horizontal straight lines by connectors. The frame units that are spliced ​​together in horizontal straight lines are connected to each other at the longitudinal and transverse intersections by corner frame units.

[0009] The vertical and horizontal frame units located at the bottom are fixed to the ground via adjustable bases;

[0010] The wall-connecting component is equipped with a wall-connecting element that is fixed to the building wall.

[0011] The frame-plate type external scaffolding of the present invention includes standard section scaffolding and corner scaffolding.

[0012] The standard section of the scaffold plank includes a first connecting pipe, a first square pipe, a socket, a second square pipe, an inclined pipe, an L-shaped corner plate, and a footboard mesh;

[0013] The first connecting pipe and the first square tube are both two in number, and the first connecting pipe and the first square tube enclose each other to form a rectangular frame; the connecting ends of the first connecting pipe and the first square tube are connected by oblique tubes; sockets are provided at both ends of the first square tube; the rectangular frame formed by the first connecting pipe and the first square tube is provided with a second square tube that is crisscrossed vertically and horizontally, and the rectangular frame is covered with a footboard mesh, wherein an L-shaped corner plate is provided on the first square tube, and the L-shaped corner plate is used to press down the footboard mesh;

[0014] The corner scaffolding includes a first connecting pipe, a first square pipe, a socket, a second square pipe, an inclined pipe, a step net, and an L-shaped corner plate;

[0015] The first connecting pipe and the first square tube are both two in number and are mutually enclosed to form a square frame; the two first connecting pipes are combined to form an "L" shape; the two first square tubes are combined to form an "L" shape; the first connecting pipes and the first square tubes of the square frame are fixed to each other by diagonal tubes; a socket is provided on the outside of the diagonal tube located between the "L" shaped first square tubes, and a socket is provided on the end of each of the two first square tubes away from the diagonal tube; a second square tube with a cross-shaped arrangement is provided inside the square frame formed by the first connecting pipes and the first square tubes, and the square frame covers the footboard mesh; an L-shaped corner plate is provided on the first square tube, and the L-shaped corner plate is used to press down the footboard mesh. During installation, the footboard with the footboard mesh is installed facing upwards.

[0016] The frame-plate type external scaffolding of the present invention includes a standard section outer frame plate and a corner outer frame plate; the standard section outer frame plate is mounted on the lap joint of the standard section scaffold plate; the corner outer frame plate is mounted on the lap joint of the corner scaffold plate.

[0017] The standard section outer frame plate includes a second connecting pipe, a first square pipe, and a third third pipe; two horizontally parallel second connecting pipes and two vertically parallel first square pipes enclose a rectangular frame, and the inner frame of the rectangular frame is provided with a protective mesh and multiple horizontally and inclined third third pipes; the standard section outer frame plate is connected to the standard section scaffold board through the second connecting pipe frame.

[0018] The outer frame plate at the corner includes a second connecting pipe, a first square pipe, and a third third pipe; two horizontally parallel second connecting pipes and two vertically parallel first square pipes enclose a rectangular frame, and the inner frame of the rectangular frame is provided with a protective mesh and multiple horizontally and inclined third third pipes; the outer frame plate at the corner is connected to the outer frame plate at the corner through the second connecting pipes.

[0019] The frame-plate type external scaffolding of the present invention has an inner frame plate located on the inner side of the scaffolding, comprising two vertically parallel first square tubes and two horizontally parallel second overlapping tubes; the first square tubes and the second overlapping tubes form a square frame; the first square tubes are horizontally arranged in the middle of the square frame as a handrail; the inner frame plate overlaps and engages with the first overlapping tubes of the scaffold plate.

[0020] The frame-plate type external scaffolding of the present invention has connecting parts divided into intermediate connecting parts, inner corner connecting parts, outer corner connecting parts, and beginning and end connecting parts;

[0021] The intermediate connector is used to fix the outer and inner frame plates of the scaffolding that are connected horizontally and vertically.

[0022] The inner connecting piece at the corner is used to fix the inner frame plate that is connected to the inner side of the corner of the scaffold;

[0023] The outer connecting piece at the corner is used to fix the outer frame that connects to the outer side of the corner of the scaffold.

[0024] The aforementioned start and end connectors are used to fix the outer and inner frame plates at the start and end of the scaffold.

[0025] The frame-plate type external scaffolding of the present invention has an intermediate connecting member consisting of three steel plates spliced ​​together to form an H-shaped channel steel and two inner round square tubes that vertically penetrate the web of the H-shaped channel steel. An overlap groove is reserved in the H-shaped channel steel on both sides of the inner round square tubes, and two plugs are provided on the vertical steel plate on one side.

[0026] The inner connector at the corner is composed of multiple steel plates spliced ​​into a bent H-shaped channel steel and two inner square tubes that vertically penetrate the web of the H-shaped channel steel. One side of the vertical surface of the bent H-shaped channel steel is provided with an inclined steel plate to form an inclined vertical surface, and the other side is a right-angled vertical steel plate. Three plugs are provided on the steel plate on the inclined vertical surface and the vertical steel plate on the same side. Overlap grooves are reserved in the H-shaped channel steel on both sides of the inner square tubes.

[0027] The outer connecting piece at the corner is made of multiple steel plates spliced ​​into a bent H-shaped channel steel and two inner round square tubes that vertically penetrate the web of the H-shaped channel steel. One side of the vertical surface of the bent H-shaped channel steel is provided with a slanted steel plate to form a slanted vertical surface, and the other side is a right-angled vertical surface steel plate; lap grooves are reserved in the H-shaped channel steel on both sides of the inner round square tubes.

[0028] The aforementioned start and end connectors are spliced ​​from multiple steel plates to form an H-shaped channel steel and an inner round square tube that vertically penetrates the web of the H-shaped channel steel; the vertical surface of one end of the H-shaped channel steel is closed by a steel plate; a plug is provided on one side of the vertical steel plate; and overlapping grooves are reserved in the H-shaped channel steel on both sides of the inner round square tube.

[0029] The frame-plate type external scaffolding of the present invention includes adjustable bases that are divided into a middle adjustable base, an inner adjustable base at the corner, an outer adjustable base at the corner, and an adjustable base at the beginning and end.

[0030] The aforementioned adjustable base is located at the bottom of the scaffold and is used to fix the horizontally connected outer and inner frame plates.

[0031] The adjustable base at the corner is located at the bottom of the scaffold and is used to fix the inner frame plate that is connected to the inner corner of the bottom of the scaffold.

[0032] The adjustable base at the corner is located at the bottom of the scaffold and is used to fix the outer frame that is connected to the corner of the bottom of the scaffold.

[0033] The adjustable base at the beginning and end is located at the bottom of the scaffold and is used to fix the outer and inner frame plates at the beginning and end of the scaffold.

[0034] The frame-plate type external scaffolding of the present invention includes an adjustable intermediate base comprising multiple steel plates spliced ​​into a U-shaped channel steel and an inner round square tube vertically arranged in the U-shaped channel steel, a base plate and a first threaded rod erected on the base plate, and a first nut provided on the first threaded rod.

[0035] A steel plate parallel to the bottom surface of the U-shaped channel steel is located in the middle of the U-shaped channel steel. The inner square tube passes through the steel plate in the middle of the U-shaped channel steel and the lower steel plate of the U-shaped channel steel. Overlap grooves are reserved in the U-shaped channel steel on both sides of the inner square tube. Two plugs are provided on the vertical steel plate on one side of the U-shaped channel steel. The first threaded rod extends from the bottom end of the U-shaped channel steel into the inner square tube and passes out from the top end of the inner square tube. The first nut contacts the bottom end face of the U-shaped channel steel.

[0036] The adjustable base on the inner side of the corner includes multiple steel plates spliced ​​together to form a bent U-shaped channel steel and two inner round square tubes arranged vertically in the U-shaped channel steel; a base plate and two first threaded rods erected on the base plate, with a first nut provided on the first threaded rod;

[0037] A steel plate parallel to the bottom surface of the U-shaped channel steel is located in the middle of the U-shaped channel steel. The inner square tube passes through the steel plate in the middle of the U-shaped channel steel and the lower steel plate of the U-shaped channel steel. A slanted steel plate is provided on one side of the vertical surface of the bent U-shaped channel steel to form a slanted vertical surface, and a right-angled vertical surface steel plate is provided on the other side. Three plugs are provided on the steel plate on the slanted vertical surface and the vertical surface steel plate on the same side. Overlap grooves are reserved in the bent U-shaped channel steel on both sides of the inner square tube. The first threaded rod extends from the bottom end of the U-shaped channel steel into the inner square tube and passes out from the top end of the inner square tube. The first nut contacts the bottom end face of the U-shaped channel steel.

[0038] The adjustable base on the outer side of the corner includes multiple steel plates spliced ​​together to form a bent U-shaped channel steel and two inner round square tubes arranged vertically in the U-shaped channel steel; a base plate and two first threaded rods erected on the base plate, with a first nut provided on the first threaded rod;

[0039] A steel plate parallel to the bottom surface of the U-shaped channel steel is located in the middle of the U-shaped channel steel, and an inner square tube passes through the steel plate in the middle of the U-shaped channel steel and the lower steel plate of the U-shaped channel steel; a slanted steel plate is provided on one side of the vertical surface of the bent U-shaped channel steel to form a slanted vertical surface, and a right-angled vertical surface steel plate is provided on the other side; overlapping grooves are reserved in the bent U-shaped channel steel on both sides of the inner square tube; a first threaded rod extends from the bottom end of the U-shaped channel steel into the inner square tube and passes out from the top end of the inner square tube; a first nut contacts the bottom end face of the U-shaped channel steel;

[0040] The adjustable base includes multiple steel plates spliced ​​together to form a U-shaped channel steel and an inner round square tube vertically arranged in the U-shaped channel steel, a base plate and a first threaded rod erected on the base plate, with a first nut on the first threaded rod; the vertical surface of one end of the U-shaped channel steel is closed by a steel plate; a plug is provided on the vertical steel plate on one side;

[0041] A steel plate parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel, and an inner square tube passes through the steel plate in the middle of the U-shaped channel steel and the lower steel plate of the U-shaped channel steel; the first threaded rod extends from the bottom end of the U-shaped channel steel into the inner square tube and passes out from the top end of the inner square tube; the first nut contacts the bottom end face of the U-shaped channel steel; an overlap groove is reserved on the other side of the closed end of the inner square tube U-shaped channel steel.

[0042] The frame-plate type external scaffolding of the present invention has a socket that is a protruding square structure. The protruding square structure has a trapezoidal inner cavity. The bottom and sides of the inner cavity are open. The inner wall of the trapezoidal inner cavity is arc-shaped. The inner cavity of the trapezoidal structure extends upward from the bottom opening and gradually narrows.

[0043] The plug is a protruding trapezoidal structure; the bottom width of the trapezoidal structure is greater than the top width; the outer wall of the trapezoidal structure is arc-shaped.

[0044] The frame-plate type external scaffolding of the present invention includes wall ties comprising wall ties, wall ties, anchor plates, second threaded rods, and second nuts; one end of the wall tie is fixed to the wall tie, and the other end of the wall tie is fixed to the anchor plate; the anchor plate is fixed to the second threaded rod by the second nut, and the second threaded rod is embedded in the wall.

[0045] Compared with existing external scaffolding, the advantages of this invention are as follows:

[0046] 1) This invention modularizes the frame plate components of the external scaffolding. The frame plate units are connected to each other to form an integral structure, which together bear and provide a safe working platform and external protective barrier. This reduces the number of components to be installed and dismantled on site, makes installation and dismantling convenient, and ensures structural safety and reliability.

[0047] 2) The socket in this invention adopts a structure that expands vertically, horizontally, and front-back, with a closed top, giving the socket and plug a higher connection rigidity. Compared with the existing external scaffolding structure that is narrower horizontally, vertically, and front-back, with an open top, the socket design of this invention can effectively improve the rotational rigidity of the connection node in the vertical plane.

[0048] 3) This invention uses irregularly shaped tubes to overlap the scaffold boards with the outer frame panels and the inner frame panels, complementing the connection between sockets and plugs. The irregularly shaped tube cross-sections of the frame between the scaffold boards and the outer and inner frame panels interlock, reducing the possibility of loosening between the scaffold boards and the outer and inner frame panels, further ensuring the integrity of the external scaffolding and improving its stability.

[0049] 4) The connector structure of the present invention is simple, and the inner and outer frame plates only need to be connected to the connector by insertion pipes, while the scaffold boards only need to be connected to the connector by insertion. This connection method can more tightly fix the connector and each frame plate of the external scaffold, avoiding problems such as loose connectors that exist in traditional connection methods.

[0050] 5) The outer frame plate unit of the present invention utilizes the skin effect of the metal mesh on the structure, so that the metal mesh and the metal frame share the force and form a closed safety space immediately after installation, thereby reducing the safety hazards that may occur during the use of external scaffolding.

[0051] 6) The inner frame of this invention is designed according to the characteristics of scaffolding use, with handrails and frame forming a unit together, which not only improves the overall performance of the external scaffolding, but also effectively avoids safety hazards such as loose or missing handrails.

[0052] 7) Compared with traditional steel pipe scaffolding, the frame plate scaffolding of this invention has a simple composition, is easy to disassemble and install, can improve construction efficiency, and has good market application prospects. Attached Figure Description

[0053] Figure 1 This is a structural diagram of the scaffolding in the construction state according to the present invention.

[0054] Figure 2 A schematic diagram of a standard section of scaffold board with a treadle netting installed.

[0055] Figure 3 This is a structural diagram of a socket on a scaffolding board.

[0056] Figure 4 This is a schematic diagram of the overlap between the first and second connecting pipes during construction.

[0057] Figure 5a This is a cross-sectional view of the location of the L-shaped corner plate on the scaffolding.

[0058] Figure 5b This is an enlarged schematic diagram of the splicing of L-shaped corner panels on the scaffolding.

[0059] Figure 6 This is a schematic diagram of the scaffolding plank at the corner where a footboard mesh is laid.

[0060] Figure 7 This is a structural schematic diagram of the outer frame plate of a standard section with protective mesh.

[0061] Figure 8 This is a structural diagram of the outer frame plate at the corner with a protective mesh panel.

[0062] Figure 9 This is a structural diagram of the inner frame panel with handrails.

[0063] Figure 10 This is a structural schematic diagram of the intermediate connecting component.

[0064] Figure 11 This is a structural diagram of the inner connecting piece at the corner.

[0065] Figure 12 This is a structural schematic diagram of the outer connector at the corner.

[0066] Figure 13 This is a schematic diagram of the structure of the beginning and end connectors.

[0067] Figure 14 This is a schematic diagram of the adjustable base in the middle.

[0068] Figure 15 This is a schematic diagram of the adjustable base on the inside of the corner.

[0069] Figure 16 This is a schematic diagram of the adjustable base on the outside of the corner.

[0070] Figure 17 This is a schematic diagram of the adjustable base at both ends.

[0071] Figure 18 This is a structural schematic diagram of a wall tie.

[0072] In the diagram: 1-scaffold board, 11-standard section scaffold board, 12-corner scaffold board;

[0073] 2-Outer frame plate, 21-Standard section outer frame plate, 22-Corner outer frame plate;

[0074] 3-Inner frame plate;

[0075] 4-Connector, 41-Intermediate connector, 42-Inner corner connector, 43-Outer corner connector, 44-Start and end connector;

[0076] 5-Adjustable base, 51-Middle adjustable base, 52-Inner adjustable base at the corner, 53-Outer adjustable base at the corner, 54-Starting and ending adjustable base;

[0077] 6-Wall ties;

[0078] 101-First connecting pipe, 102-First square pipe, 103-Socket, 104-Second square pipe, 105-Connecting oblique pipe, 106-L-shaped angle plate, 107-Step net, 108-Second connecting pipe, 109-Third third pipe, 110-Protective netting, 111-Plug, 112-Steel plate, 113-Inner round square pipe, 114-Base plate, 115-First threaded rod, 116-First nut, 117-Wall tie fastener, 118-Wall tie rod, 119-Anchor plate, 120-Second threaded rod, 121-Second nut. Detailed Implementation

[0079] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings and embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0080] In the description of this invention, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating orientation or positional relationships based on the orientation or positional relationships shown in the accompanying drawings, are only for the convenience of describing the invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the invention. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this invention, unless otherwise stated, "a plurality of" means two or more.

[0081] like Figure 1As shown, a frame-plate type ground-supported external scaffolding includes scaffold boards 1, outer frame boards 2, inner frame boards 3, connectors 4, adjustable bases 5, and wall ties 6. The outer frame boards 2 and inner frame boards 3 are arranged vertically and parallel to each other, and horizontal scaffold boards are provided at the bottom or top between the outer frame boards 2 and inner frame boards 3.

[0082] In the entire scaffolding structure, a single scaffolding unit is formed by scaffold boards 1, outer frame boards 2, and inner frame boards 3; Figure 1 As can be seen, multiple frame units are connected vertically along the connector 4 to form a multi-layer frame, and then connected horizontally to form a passageway; at the turning points of the entire frame, they are connected to each other through corner frame units; the bottom of the entire frame is fixed to the ground through an adjustable base 5; the connector 4 is provided with a wall tie 6 that is fixed to the building wall, and the frame is fixed to the construction building through the wall tie 6.

[0083] exist Figure 1 In the scaffolding, the scaffolding board 1 includes two types: standard section scaffolding board 11 and corner scaffolding board 12.

[0084] The outer frame plate 2 includes two structural types: the standard section outer frame plate 21 and the corner outer frame plate 22.

[0085] Connector 4 includes an intermediate connector 41, an inner corner connector 42, an outer corner connector 43, and an end connector 44;

[0086] The intermediate connector 41 is used to fix the outer frame plate 2 and the inner frame plate 3 that are connected horizontally and vertically to the scaffold.

[0087] The inner connecting piece 42 at the corner is used to fix the inner frame plate 3 that is connected to the inner side of the corner of the scaffold;

[0088] The outer connecting piece 43 at the corner is used to fix the outer frame 2 that is connected to the outer side of the corner of the scaffold;

[0089] The start and end connectors 44 are used to fix the outer frame plate 2 and inner frame plate 3 at the start and end of the scaffold.

[0090] like Figure 2 As shown, the frame of the standard section scaffold board 11 includes two horizontally parallel first connecting pipes 101 and two vertically parallel first square tubes 102. The two first connecting pipes 101 and the two first square tubes 102 are connected and fixed at the four corners by four connecting diagonal tubes 105, forming a complete frame. The first connecting pipes 101 are irregularly shaped tubes with symmetrical vertical alignment. Interlocking second square tubes 104 are fixed inside this frame; a footboard net 107 is arranged on the first connecting pipes 101, first square tubes 102, second square tubes 104, and connecting diagonal tubes 105. Figure 5a , 5bIt can be seen that the boundary of the treadmill mesh 107 is larger than the inner edge of the frame of the standard section scaffold board 11 and slightly smaller than the outer edge of the frame of the standard section scaffold board 11; an L-shaped corner plate 106 for pressing and fixing the treadmill mesh 107 is also arranged on the first square tube 102; a socket 103 is provided at both ends of the two first square tubes 102 respectively.

[0091] like Figure 3 , 4 As shown, socket 103 has a protruding square structure with a trapezoidal cavity inside. The bottom and sides of the cavity are open, while the top is closed. The inner wall of the trapezoidal cavity is arc-shaped. The cavity gradually narrows upwards from the bottom opening. Socket 103 gradually expands outwards from one side to the other. Plug 111 has a protruding trapezoidal structure with a bottom width greater than its top width. The outer wall of the trapezoidal structure is arc-shaped. When socket 103 and plug 111 are inserted into each other, they form a stable interlocking structure, ensuring the stability of the overall structure.

[0092] like Figure 6 As shown, the corner scaffold board 12 frame includes a left first connecting pipe 101, a lower first connecting pipe 101, a right first square pipe 102, and an upper first square pipe 102, which are connected and fixed at the four corners by four connecting diagonal pipes 105 to form a complete frame. Figure 2 The structural difference shown is that two first connecting pipes 101 are combined to form an "L" shape; two first square pipes 102 are combined to form an "L" shape; the two "L" shapes are then combined to form a square frame, within which are arranged second square pipes 104 arranged in a cross pattern. The first connecting pipes 101 and the first square pipes 102 are fixed to each other by inclined pipes 105; a socket 103 is provided on the outside of the inclined pipes 105 located between the "L" shaped first square pipes 102. Since one end of the first square pipe in this frame is a closed end, the end away from the inclined pipe 105 is provided with a socket 103; the square frame covers the pedal net 107, wherein the first square pipes 102 are provided with L-shaped corner plates 106, which are used to press against the pedal net 107.

[0093] like Figure 7 As shown, the outer frame plate 21 of the standard section matches the size of the scaffold board 1 of the standard section. The outer frame plate 21 of the standard section is placed vertically and is located on the outside of the entire scaffold.

[0094] The standard section outer frame plate 21 includes two parallel second connecting pipes 108 at the top and bottom and two parallel first square tubes 102 at the left and right. The upper and lower second connecting pipes 108 are connected to the inner side of the left and right first square tubes 102 to form a complete frame.

[0095] Three third-party tubes 109 are connected inside the frame. The third-party tube 109 located in the middle of the frame is horizontal and divides the frame into upper and lower areas. The third-party tubes 109 are arranged at an angle in the two areas respectively.

[0096] The protective netting 110 is connected to the first square pipe 102, the second connecting pipe 108, and the third square pipe 109; the outer frame plate 21 of the standard section is attached to the standard section scaffold board 11 through the second connecting pipe 108.

[0097] like Figure 8 As shown, the outer frame plate 22 at the corner matches the dimensions of the scaffold board 12 at the corner; the outer frame plate 22 at the corner is placed vertically and is located on the outside of the entire scaffold; the outer frame plate 22 at the corner includes a second connecting pipe 108, a first square pipe 102, and a third third pipe 109; two parallel second connecting pipes 108 are connected to the inside of two parallel first square pipes 102 on the left and right sides to form a complete frame; three third third pipes 109 are connected inside the entire frame, and the protective netting 110 is connected to the first square pipe 102, the second connecting pipe 108, and the third third pipe 109.

[0098] like Figure 9 As shown, the inner frame 3 includes two vertically parallel first square tubes 102 and two horizontally parallel second connecting tubes 108; the first square tubes 102 and the second connecting tubes 108 form a square frame; the first square tubes 102 are arranged horizontally in the middle of the square frame as a railing handrail.

[0099] like Figure 10 As shown, the intermediate connector 41 is formed by splicing three steel plates 112 into an H-shaped channel steel and two inner round square tubes 113 that vertically penetrate the web of the H-shaped channel steel. The H-shaped channel steel on both sides of the inner round square tubes 113 has a pre-reserved lap groove, and two plugs 111 are provided on the vertical steel plate 112 on one side.

[0100] Two inner square tubes 113 penetrate the web of the H-shaped channel steel and are fixedly connected to the web. The cross-sectional length and width of the inner square tubes 113 should be such that they can be inserted into the first square tube 102. The distance between the two inner square tubes 113 should be twice the thickness of the first square tube 102.

[0101] When erecting external scaffolding, the upper and lower channels of the H-shaped channel steel are used to overlap the outer side frame plate 2 or the inner side frame plate 3 located at the upper and lower parts, respectively.

[0102] like Figure 11As shown, the inner connecting piece 42 at the corner is spliced ​​from multiple steel plates 112 to form a bent H-shaped channel steel. Two inner round square tubes 113 pass through the web of the bent H-shaped channel steel and are fixedly connected to the web. One side of the vertical surface of the bent H-shaped channel steel is provided with a sloping steel plate to form a sloping vertical surface, and the other side is a right-angled vertical surface steel plate. Three plugs 111 are provided on the steel plate on the sloping vertical surface and the vertical surface steel plate on the same side. Overlap grooves are reserved in the H-shaped channel steel on both sides of the inner round square tube 113.

[0103] The position of the inner square tube 113 should allow for insertion of the first square tube 102 of the two inner frame plates 3 at the corner during construction. When erecting the external scaffolding, the plug 111 at the oblique position of the inner connector 42 at the corner should... Figure 6 The connecting oblique tube 105 of the scaffold board 12 at the corner shown is connected by a socket 103 in the middle.

[0104] like Figure 12 As shown, the outer connecting piece 43 at the corner is composed of multiple steel plates 112 spliced ​​into a bent H-shaped channel steel. Two inner round square tubes 113 vertically penetrate the web of the H-shaped channel steel. One side of the vertical surface of the bent H-shaped channel steel is provided with a slanted steel plate to form a slanted vertical surface, and the other side is a right-angled vertical surface steel plate. Overlap grooves are reserved in the H-shaped channel steel on both sides of the inner round square tubes 113. The spacing width of the channel body in the H-shaped channel steel is the width of the first square tube 102.

[0105] When erecting external scaffolding, follow the instructions. Figure 1 The resulting structure inserts the first square tube 102 of the outer frame plate 22 at the two corners onto the corresponding inner square tube 113.

[0106] like Figure 13 As shown, the start and end connector 44 is formed by splicing multiple steel plates 112 into an H-shaped channel steel and an inner square tube 113 that vertically penetrates the web of the H-shaped channel steel; the vertical surface of one end of the H-shaped channel steel is closed by the steel plate 112; a plug 111 is provided on the vertical steel plate 112 on one side, and the spacing width of the channel body in the H-shaped channel steel is the width of the first square tube 102; when the external scaffolding is erected, the closed side of the start and end connector 44 faces the outside of the unspliced ​​scaffold board.

[0107] like Figure 14 As shown, the adjustable base 51 includes multiple steel plates 112 spliced ​​together to form a U-shaped channel steel and an inner square tube 113 vertically arranged inside the U-shaped channel steel. The steel plates 112, plug 111, and inner square tube 113 form an overlapping component, which is open at the top and closed at the bottom. There is a base plate 114 and a first threaded rod 115 erected on the base plate 114. A first nut 116 is provided on the first threaded rod 115. There are round holes at the four corners of the base plate 114.

[0108] A steel plate 112 parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. An inner round square tube 113 passes through the steel plate 112 in the middle of the U-shaped channel steel and the lower steel plate 112 of the U-shaped channel steel. Overlap grooves are reserved in the U-shaped channel steel on both sides of the inner round square tube 113. Two plugs 111 are provided on the vertical steel plate 112 on one side of the U-shaped channel steel.

[0109] When the external scaffolding is erected, the upper part is open as an overlap groove to overlap with the upper outer frame plate 2 or inner frame plate 3. The inner square tube 113 is inserted into the first square tube 102 of the upper outer frame plate 2 or inner frame plate. The first threaded rod 115 extends from the bottom end of the U-shaped channel steel into the inner square tube 113 and passes out from the top end of the inner square tube 113. The first nut 116 contacts the bottom end face of the U-shaped channel steel. The plug 111 is connected to the socket 103 of the scaffold board 1.

[0110] like Figure 15 As shown, the adjustable base 52 on the inner side of the corner includes multiple steel plates 112 spliced ​​together to form a bent U-shaped channel steel and two inner square tubes 113 vertically arranged inside the U-shaped channel steel; the steel plates 112, plugs 111, and inner square tubes 113 form an overlapping component. The base plate 114 and two first threaded rods 115 erected on the base plate 114, with first nuts 116 on the first threaded rods 115; round holes are opened at the four corners of the base plate 114.

[0111] A steel plate 112 parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. The inner square tube 113 passes through the steel plate 112 in the middle of the U-shaped channel steel and the lower steel plate 112 of the U-shaped channel steel. A slanted steel plate is provided on one side of the vertical surface of the bent U-shaped channel steel to form a slanted vertical surface, and a right-angled vertical surface steel plate is provided on the other side. Three plugs 111 are provided on the steel plate on the slanted vertical surface and the vertical surface steel plate on the same side. Overlap grooves are reserved in the bent U-shaped channel steel on both sides of the inner square tube 113. When the external scaffolding is erected, the upper part of the overlapping component serves as an overlapping groove to overlap with the upper inner frame plate 3. The inner square tube 113 is inserted into the first square tube 102 of the inner frame plate 3 at the upper corner position. The plug 111 is connected to the socket 103 of the scaffold board 1. The first threaded rod 115 extends from the bottom end of the U-shaped channel steel into the inner square tube 113 and passes out from the top end of the inner square tube 113. The first nut 116 contacts the bottom end face of the U-shaped channel steel.

[0112] like Figure 16 As shown, the adjustable base 53 on the outer side of the corner includes multiple steel plates 112 spliced ​​into a bent U-shaped channel steel and two inner round square tubes 113 arranged vertically in the U-shaped channel steel; a base plate 114 and two first threaded rods 115 erected on the base plate 114, with a first nut 116 provided on the first threaded rods 115.

[0113] A steel plate 112 parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. The inner round square tube 113 passes through the steel plate 122 in the middle of the U-shaped channel steel and the lower steel plate 112 of the U-shaped channel steel. One side of the vertical surface of the bent U-shaped channel steel is provided with a slanted steel plate to form a slanted vertical surface, and the other side is a right-angled vertical surface steel plate. The bent U-shaped channel steel on both sides of the inner round square tube 113 has a pre-reserved overlapping groove. The overlapping groove is open at the top and closed at the bottom. When the external scaffolding is erected, the upper part is open as an overlap groove to overlap with the upper outer frame plate 2. The inner square tube 113 is inserted into the first square tube 102 of the outer frame plate 22 at the upper corner position. The plug 111 is connected to the socket 103 of the scaffold board 1. The first threaded rod 115 extends from the bottom end of the U-shaped channel steel into the inner square tube 113 and passes out from the top end of the inner square tube 113. The first nut 116 contacts the bottom end face of the U-shaped channel steel.

[0114] like Figure 17 As shown, the adjustable base 54 includes multiple steel plates 112 spliced ​​together to form a U-shaped channel steel and an inner round square tube 113 vertically arranged in the U-shaped channel steel, a base plate 114 and a first threaded rod 115 erected on the base plate 114, and round holes are opened at the four corners of the base plate 114.

[0115] The first threaded rod 115 is provided with a first nut 116; the vertical surface of one end of the U-shaped channel steel is closed by a steel plate 112; a plug 111 is provided on the vertical steel plate 112 on one side;

[0116] A steel plate 112 parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. An inner square tube 113 passes through the steel plate 112 in the middle of the U-shaped channel steel and the lower steel plate 112. An overlap groove is reserved on the other side of the closed end of the inner square tube 113 in the U-shaped channel steel. When the external scaffolding is erected, the inner square tube 113 is inserted into the first square tube 102 of the upper outer frame plate 2 or the inner frame plate. The plug 111 is connected to the socket 103 of the scaffold board 1. The first threaded rod 115 extends from the bottom end of the U-shaped channel steel into the inner square tube 113 and passes out from the top end of the inner square tube 113. The first nut 116 contacts the bottom end face of the U-shaped channel steel.

[0117] like Figure 18 As shown, in this invention, a plug 111 is connected to the other side of the groove on the original structure of the intermediate connector 41 to form a wall fastener 117. The wall fastener 117 and... Figure 10The intermediate connector 41 shown is basically similar, except that it has a plug 111 on both sides of the vertical steel plate 112. When the external scaffolding is erected, the intermediate connector 41 is replaced with a wall tie fastener 117 at the location where a wall tie is needed. A socket 103 is connected to the left end of the wall tie rod 118 for socket connection with the wall tie fastener 117; an anchor plate 119 is connected to the right end. The anchor plate 119 has a round hole, through which a second threaded rod 120 is driven into the wall. The second threaded rod 120 is equipped with a matching second nut 121 for tightening the wall tie rod 118 and making it tightly connected to the wall.

[0118] The above description is merely a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in the present invention should be included within the scope of protection of the present invention. Therefore, the scope of protection of the present invention should be determined by the scope of the claims.

Claims

1. A frame-plate type external scaffold, characterized in that: Includes scaffold boards (1), outer frame boards (2), inner frame boards (3), connectors (4), adjustable bases (5), and wall ties (6); The outer frame plate (2) and the inner frame plate (3) are arranged vertically and parallel to each other, and a horizontal scaffold board (1) is provided at the bottom or top between the outer frame plate (2) and the inner frame plate (3). The aforementioned scaffold boards (1), outer frame boards (2), and inner frame boards (3) form a single frame unit; Several frame units are spliced ​​together along vertical or horizontal straight lines by connectors (4). The frame units spliced ​​together in horizontal straight lines are connected to each other at the longitudinal and transverse intersections by corner frame units. The vertical frame unit and the horizontal frame unit located at the bottom are fixed to the ground by adjustable base (5); The connector (4) is provided with a wall-connecting component (6) that is fixed to the building wall. The connector (4) is divided into an intermediate connector (41), an inner corner connector (42), an outer corner connector (43), and an end connector (44). The intermediate connector (41) is used to fix the outer frame plate (2) and inner frame plate (3) that are connected horizontally and vertically to the scaffold. The inner connecting piece (42) at the corner is used to fix the inner frame plate (3) that is connected to the inner side of the corner of the scaffold. The outer connecting piece (43) at the corner is used to fix the outer frame plate (2) that is connected to the outer side of the corner of the scaffold. The start and end connectors (44) are used to fix the outer frame plate (2) and inner frame plate (3) at the start and end of the scaffold. The intermediate connector (41) is formed by splicing three steel plates (112) into an H-shaped channel steel and two inner round square tubes (113) that penetrate vertically through the web of the H-shaped channel steel. An overlap groove is reserved in the H-shaped channel steel on both sides of the inner round square tube (113), and two plugs (111) are provided on the vertical steel plate (112) on one side. The inner connecting piece (42) at the corner is made of multiple steel plates (112) spliced ​​into a bent H-shaped channel steel and two inner square tubes (113) that penetrate vertically through the web of the H-shaped channel steel. One side of the vertical surface of the bent H-shaped channel steel is provided with a slanted steel plate to form a slanted vertical surface, and the other side is a right-angled vertical surface steel plate. Three plugs (111) are provided on the steel plate on the slanted vertical surface and the vertical surface steel plate on the same side. Overlap grooves are reserved in the H-shaped channel steel on both sides of the inner square tube (113). The outer connecting piece (43) at the corner is made of multiple steel plates (112) spliced ​​into a bent H-shaped channel steel and two inner round square tubes (113) that penetrate vertically through the web of the H-shaped channel steel. One side of the vertical surface of the bent H-shaped channel steel is provided with a slanted steel plate to form a slanted vertical surface, and the other side is a right-angled vertical surface steel plate; lap grooves are reserved in the H-shaped channel steel on both sides of the inner round square tubes (113); The beginning and end connector (44) is made of multiple steel plates (112) spliced ​​together to form an H-shaped channel steel and an inner round square tube (113) that vertically penetrates the web of the H-shaped channel steel; the vertical surface of one end of the H-shaped channel steel is closed by the steel plate (112); a plug (111) is provided on the vertical steel plate (112) on one side.

2. The frame-plate type external scaffolding according to claim 1, characterized in that: The scaffolding board (1) includes a standard section scaffolding board (11) and a corner scaffolding board (12); The standard section scaffold board (11) includes a first connecting pipe (101), a first square tube (102), a socket (103), a second square tube (104), an inclined tube (105), an L-shaped corner plate (106), and a footboard net (107). There are two first connecting pipes (101) and two first square pipes (102). The first connecting pipes (101) and the first square pipes (102) enclose each other to form a rectangular frame. The connecting ends of the first connecting pipes (101) and the first square pipes (102) are connected by inclined pipes (105). The two ends of the first square pipes (102) are respectively provided with sockets (103). The rectangular frame enclosed by the first connecting pipes (101) and the first square pipes (102) is provided with second square pipes (104) that are crisscrossed vertically and horizontally. The rectangular frame is covered with a footboard net (107). An L-shaped corner plate (106) is provided on the first square pipe (102). The L-shaped corner plate (106) is used to press against the footboard net (107). The corner scaffold board (12) includes a first connecting pipe (101), a first square pipe (102), a socket (103), a second square pipe (104), an inclined pipe (105), a footboard net (107), and an L-shaped corner board (106). The first connecting pipe (101) and the first square pipe (102) are both two and enclose each other to form a square frame; the two first connecting pipes (101) are combined to form an "L" shape; the two first square pipes (102) are combined to form an "L" shape; the first connecting pipes (101) and the first square pipes (102) of the square frame are fixed to each other by an inclined pipe (105); a socket (103) is provided on the outside of the inclined pipe (105) between the "L" shaped first square pipes (102), and a socket (103) is provided on the end of the two first square pipes (102) away from the inclined pipe (105); the first connecting pipes (101) and the first square pipes (102) enclose the square frame to form a square frame, and a second square pipe (104) is provided in a cross pattern, and the square frame covers the pedal net (107); an L-shaped corner plate (106) is provided on the first square pipe (102), and the L-shaped corner plate (106) is used to press against the pedal net (107).

3. The frame-plate type external scaffolding according to claim 1 or 2, characterized in that: The outer frame plate (2) includes a standard section outer frame plate (21) and a corner outer frame plate (22); the standard section outer frame plate (21) is mounted on the connecting pipe of the standard section scaffold board (11); the corner outer frame plate (22) is mounted on the connecting pipe of the corner scaffold board (12); The standard section outer frame plate (21) includes a second connecting pipe (108), a first square pipe (102), and a third third pipe (109); two horizontally parallel second connecting pipes (108) and two vertically parallel first square pipes (102) enclose a rectangular frame, and the inner frame of the rectangular frame is provided with a protective mesh (110) and multiple horizontally and inclined third third pipes (109); the standard section outer frame plate (21) is mounted on the standard section scaffold board (11) through the second connecting pipes (108); The corner outer frame plate (22) includes a second connecting pipe (108), a first square pipe (102), and a third third pipe (109); two horizontally parallel second connecting pipes (108) and two vertically parallel first square pipes (102) enclose a rectangular frame, and the inner frame of the rectangular frame is provided with a protective mesh (110) and multiple horizontally and inclined third third pipes (109); the corner outer frame plate (22) is supported on the corner outer frame plate (22) through the second connecting pipes (108).

4. The frame-plate type external scaffolding according to claim 1 or 2, characterized in that: The inner frame plate (3) is located on the inner side of the scaffold; the inner frame plate (3) is overlapped and engaged on the first overlap pipe (101) of the scaffold plate (1); The inner frame (3) includes two vertically parallel first square tubes (102) and two horizontally parallel second connecting tubes (108); the first square tubes (102) and the second connecting tubes (108) form a square frame; the first square tubes (102) are arranged horizontally in the middle of the square frame as a railing handrail.

5. The frame-plate type external scaffolding according to claim 1, characterized in that: The adjustable base (5) is divided into a middle adjustable base (51), an inner adjustable base at the corner (52), an outer adjustable base at the corner (53), and an adjustable base at the beginning and end (54). The intermediate adjustable base (51) is located at the bottom of the scaffold and is used to fix the horizontally connected outer frame plate (2) and inner frame plate (3). The adjustable base (52) at the corner is located at the bottom of the scaffold and is used to fix the inner frame plate (3) that is connected to the inner side of the corner at the bottom of the scaffold. The adjustable base (53) at the corner is located at the bottom of the scaffold and is used to fix the outer frame plate (2) that is connected to the outer corner of the bottom of the scaffold. The adjustable base (54) at the beginning and end is located at the bottom of the scaffold and is used to fix the outer frame plate (2) and inner frame plate (3) at the beginning and end of the scaffold.

6. The frame-plate type external scaffolding according to claim 5, characterized in that: The intermediate adjustable base (51) includes multiple steel plates (112) spliced ​​into a U-shaped channel steel and an inner round square tube (113) arranged vertically in the U-shaped channel steel, a base plate (114) and a first threaded rod (115) erected on the base plate (114), and a first nut (116) provided on the first threaded rod (115). A steel plate (112) parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. An inner square tube (113) passes through the steel plate (112) in the middle of the U-shaped channel steel and the lower steel plate (112) of the U-shaped channel steel. An overlap groove is reserved in the U-shaped channel steel on both sides of the inner square tube (113). Two plugs (111) are provided on the vertical steel plate (112) on one side of the U-shaped channel steel. The first threaded rod (115) extends from the bottom end of the U-shaped channel steel into the inner square tube (113) and passes out from the top end of the inner square tube (113). The first nut (116) contacts the bottom end face of the U-shaped channel steel. The adjustable base (52) at the corner includes multiple steel plates (112) spliced ​​into a bent U-shaped channel steel and two inner square tubes (113) arranged vertically in the U-shaped channel steel; a base plate (114) and two first threaded rods (115) erected on the base plate (114), and a first nut (116) is provided on the first threaded rods (115). A steel plate (112) parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. The inner square tube (113) passes through the steel plate (112) in the middle of the U-shaped channel steel and the lower steel plate (112) of the U-shaped channel steel. A slanted steel plate is provided on one side of the vertical surface of the bent U-shaped channel steel to form a slanted vertical surface, and a right-angled vertical surface steel plate is provided on the other side. Three plugs (111) are provided on the steel plate on the slanted vertical surface and the vertical surface steel plate on the same side. Overlap grooves are reserved in the bent U-shaped channel steel on both sides of the inner square tube (113). The first threaded rod (115) extends from the bottom end of the U-shaped channel steel into the inner square tube (113) and passes through the top end of the inner square tube (113); the first nut (116) contacts the bottom end face of the U-shaped channel steel; The adjustable base (53) at the corner includes multiple steel plates (112) spliced ​​into a bent U-shaped channel steel and two inner round square tubes (113) arranged vertically in the U-shaped channel steel; a base plate (114) and two first threaded rods (115) erected on the base plate (114), and a first nut (116) is provided on the first threaded rods (115). The first threaded rod (115) extends from the bottom end of the U-shaped channel steel into the inner square tube (113) and passes through the top end of the inner square tube (113); the first nut (116) contacts the bottom end face of the U-shaped channel steel; a steel plate (112) parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel, and the inner square tube (113) passes through the steel plate (112) in the middle of the U-shaped channel steel and the lower steel plate (112) of the U-shaped channel steel. The U-shaped channel steel is provided with a slanted steel plate on one side of its vertical surface to form a slanted vertical surface, and a right-angled vertical steel plate on the other side; the U-shaped channel steel with lap grooves is reserved in the bent U-shaped channel steel on both sides of the inner square tube (113); the first threaded rod (115) extends from the bottom end of the U-shaped channel steel into the inner square tube (113) and passes out from the top end of the inner square tube (113); the first nut (116) contacts the bottom end face of the U-shaped channel steel; The adjustable base (54) includes multiple steel plates (112) spliced ​​into a U-shaped channel steel and an inner round square tube (113) arranged vertically in the U-shaped channel steel, a base plate (114) and a first threaded rod (115) erected on the base plate (114), and a first nut (116) provided on the first threaded rod (115); the vertical surface of one end of the U-shaped channel steel is closed by the steel plate (112); a plug (111) is provided on the vertical steel plate (112) on one side; A steel plate (112) parallel to the bottom surface of the U-shaped channel steel is provided in the middle of the U-shaped channel steel. The inner square tube (113) passes through the steel plate (112) in the middle of the U-shaped channel steel and the lower steel plate (112) of the U-shaped channel steel. The first threaded rod (115) extends from the bottom end of the U-shaped channel steel into the inner square tube (113) and passes out from the top end of the inner square tube (113). The first nut (116) contacts the bottom end face of the U-shaped channel steel. An overlap groove is reserved on the other side of the closed end of the inner square tube (113) of the U-shaped channel steel.

7. The frame-plate type external scaffolding according to claim 2, characterized in that: The socket (103) is a protruding square structure with a trapezoidal cavity inside. The bottom and sides of the cavity are open, and the inner wall of the trapezoidal cavity is arc-shaped. The inner cavity of the trapezoidal structure extends upward from the bottom opening and gradually narrows. The plug (111) is a protruding trapezoidal structure; the bottom width of the trapezoidal structure is greater than the top width; the outer wall of the trapezoidal structure is arc-shaped.

8. The frame-plate type external scaffolding according to claim 1, characterized in that: The wall tie (6) includes a wall tie fastener (117), a wall tie rod (118), an anchor plate (119), a second threaded rod (120), and a second nut (121); one end of the wall tie rod (118) is fixed to the wall tie fastener (117), and the other end of the wall tie rod (118) is fixed to the anchor plate (119); the anchor plate (119) is fixed to the second threaded rod (120) by the second nut (121), and the second threaded rod (120) is embedded in the wall.

Images