CN112049388A - Socket type disc buckle type scaffold - Google Patents

Socket type disc buckle type scaffold Download PDF

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Publication number
CN112049388A
CN112049388A CN202010903883.2A CN202010903883A CN112049388A CN 112049388 A CN112049388 A CN 112049388A CN 202010903883 A CN202010903883 A CN 202010903883A CN 112049388 A CN112049388 A CN 112049388A
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CN
China
Prior art keywords
scaffold
module
rods
horizontal
modules
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010903883.2A
Other languages
Chinese (zh)
Inventor
曹华
罗钰弘
邹梦蛟
沈娟娟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Jiashu Construction Project Co ltd
Original Assignee
Shanghai Jiashu Construction Project Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Jiashu Construction Project Co ltd filed Critical Shanghai Jiashu Construction Project Co ltd
Priority to CN202010903883.2A priority Critical patent/CN112049388A/en
Publication of CN112049388A publication Critical patent/CN112049388A/en
Pending legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3266—Safety nets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/001—Safety or protective measures against falling down relating to scaffoldings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/16—Struts or stiffening rods, e.g. diagonal rods
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/24—Couplings involving arrangements covered by more than one of the subgroups E04G7/08, E04G7/12, E04G7/20, E04G7/22

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The application relates to a socket type disc buckle type scaffold, which comprises a first scaffold module and a second scaffold module which are arranged side by side, wherein each scaffold module comprises a plurality of scaffold units, each scaffold unit comprises vertical rods and a first horizontal rod, every two adjacent vertical rods in the horizontal direction of each scaffold module are fixedly connected through the first horizontal rod, every two adjacent vertical rods in the vertical direction of each scaffold module are fixedly connected through socket joints, the vertical rods of each scaffold unit of the two scaffold modules are fixedly connected through the second horizontal rods respectively, first inclined rods are connected between every two second horizontal rods at the two ends of the horizontal direction of each scaffold module respectively, second inclined rods are connected between every two vertical rods at the first layer of the two scaffold modules from bottom to top respectively, and every first horizontal rod and every second horizontal rod are connected, the end parts of the first diagonal rod and the second diagonal rod are respectively fixed on the corresponding connecting discs. This application has the effect that promotes whole support intensity and rigidity.

Description

Socket type disc buckle type scaffold
Technical Field
The utility model belongs to the technical field of the building engineering technique and specifically relates to a socket joint type dish knot formula scaffold frame is related to.
Background
The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out, and can be divided into an outer scaffold and an inner scaffold according to the erected position; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form. Socket joint type dish knot formula scaffold frame belongs to outer steel pipe scaffold frame, because its intensity, rigidity, stability are reliable, modularization, instrument operation, advantages such as high bearing capacity receive people's more and more attention, are applied to in the building engineering more and more.
The socket type disc buckle type scaffold in the related art generally comprises an upright rod, a horizontal rod, an inclined rod, an adjustable base and an adjustable bracket, wherein the upright rod is in socket joint by a sleeve, a connecting disc is fixed on the upright rod, the horizontal rod and the inclined rod are clamped into the connecting disc by a rod end and a joint and are connected by a wedge-shaped bolt, and the outer scaffold of a structural geometry invariant system is formed.
In view of the above-mentioned related technologies, the inventor believes that there is a defect that, because the structure of the lowest layer of the socket type disc-buckle scaffold is simple, the bearing capacity of the layer is poor, and the support strength and rigidity of the whole structure are affected.
Disclosure of Invention
In order to promote whole support intensity and rigidity, this application provides a socket joint type dish knot formula scaffold frame.
The application provides a pair of formula scaffold frame is detained to socket joint type dish adopts following technical scheme:
a socket type disc buckle type scaffold comprises a first scaffold module and a second scaffold module which are arranged side by side, wherein the two scaffold modules are parallel to the outer surface of a building, the first scaffold module is positioned between the outer surface of the building and the second scaffold module, each scaffold module comprises a plurality of scaffold units which are spliced with each other and arranged in a matrix, each scaffold unit comprises vertical rods and first horizontal rods, two adjacent vertical rods in the horizontal direction of each scaffold module are fixedly connected through the first horizontal rod, two adjacent vertical rods in the vertical direction of each scaffold module are fixedly connected through socket joint, the vertical rods of each scaffold unit of the two scaffold modules are fixedly connected through the second horizontal rod, first inclined rods are connected between the second horizontal rods at the two ends of the scaffold module in the horizontal direction, and second inclined rods are connected between the vertical rods of the first layer of the two scaffold modules from bottom to top, connecting discs are fixed on the vertical rods of the scaffold units respectively, and the end parts of the first horizontal rods, the second horizontal rods, the first inclined rods and the second inclined rods are fixed on the corresponding connecting discs through bolts respectively.
By adopting the technical scheme, the first horizontal rod, the second horizontal rod, the first inclined rod and the second inclined rod are arranged, so that the overall structural strength and rigidity of the first layer of the scaffold from bottom to top are improved, and the bearing capacity is enhanced; the other layers except the first layer can also improve the bearing capacity by arranging the first horizontal rod, the second horizontal rod and the first inclined rod, so that the strength and the rigidity of the whole structure are improved; two adjacent pole settings that are located vertical direction adopt the socket joint to connect, easy to assemble with demolish, and first horizon bar, second horizon bar, first down tube and second down tube and correspond between the pole setting formed the dish knot formula and be connected, not only can promote joint strength and rigidity, be convenient for moreover install and demolish.
Preferably, a plurality of connecting holes are formed in the connecting disc at intervals along the circumferential direction and comprise alternately arranged large connecting holes and small connecting holes, the end portions of the first horizontal rod and the second horizontal rod are fixed with the corresponding small connecting holes through bolts respectively, and the end portions of the first inclined rod and the second inclined rod are fixed with the corresponding large connecting holes through bolts respectively.
Through adopting above-mentioned technical scheme, realize that first horizon bar, second horizon bar, first down tube and second down tube are connected fixedly with the pole setting, are convenient for install and remove, construction convenience.
Preferably, be provided with the safety net between first scaffold module and the building surface, the safety net is two at least stereoplasm safety nets that set up along the vertical direction interval of first scaffold module, perhaps the safety net includes two at least stereoplasm safety nets that set up along the vertical direction interval of first scaffold module and is located the flexible safety net between the stereoplasm safety net.
Through adopting above-mentioned technical scheme, can prevent that the space between scaffold frame and the building from causing the high altitude drop, ensure the security.
Preferably, the vertical rods of the second layers from bottom to top of the two scaffold modules are provided with wall connecting pieces, one ends of the wall connecting pieces are fixed on the corresponding vertical rods through first right-angle fasteners respectively, and the other ends of the wall connecting pieces extend out of the first scaffold modules and are fixedly connected with embedded pieces buried in the building.
Through adopting above-mentioned technical scheme, realize carrying out the drawknot between scaffold frame and the building, improve scaffold frame stability, use safe and reliable.
Preferably, one side that the outer wall surface was kept away from to second scaffold module is provided with a plurality of guardrail bars along the vertical direction interval of second scaffold module, the both ends of preventing the guardrail bar are fixed in the pole setting that second scaffold module horizontal direction both ends correspond through second right angle fastener respectively.
Through adopting above-mentioned technical scheme, protect operating personnel, improve the security.
Preferably, a protective net is fixed outside the protective rail.
By adopting the technical scheme, the safety is further improved, objects falling from the high altitude can be prevented, and potential safety hazards are reduced.
Preferably, be located two scaffold modules and all laid the scaffold board on each layer more than the second floor from bottom to top, the scaffold board is laid on each second horizon bar that is located the horizontal direction between two scaffold modules, scaffold board bottom surface is fixed with the arc fixture block that is used for with second horizon bar joint, be provided with on the arc fixture block and be used for the retaining member fixed with arc fixture block and second horizon bar locking.
By adopting the technical scheme, the connection is firm and reliable, the assembly and disassembly are convenient, and the construction operation of constructors is convenient.
Preferably, a foot blocking plate is fixed on one side, close to the second scaffold module, of the top surface of the scaffold, and the foot blocking plate is perpendicular to the scaffold.
Through adopting above-mentioned technical scheme, protect when can carrying out construction work to constructor, improve the security.
Preferably, the lower ends of the vertical rods of the first layer from bottom to top of the two scaffold modules are respectively provided with an adjustable base.
Through adopting above-mentioned technical scheme, can disperse the concentrated load that transmits the pole setting to the basis on, can be used for adjusting the level of scaffold frame simultaneously, make highly keeping unanimous to make the pole setting keep bearing perpendicularly.
Preferably, the upper ends of the vertical rods of the highest layer of the two scaffold modules from bottom to top are respectively provided with an adjustable bracket.
Through adopting above-mentioned technical scheme, through setting up adjustable bracket, have the effect of height, balanced support heavy object and the bearing of adjusting the scaffold frame.
In summary, the present application includes at least one of the following beneficial technical effects:
1. by arranging the first horizontal rod, the second horizontal rod, the first inclined rod and the second inclined rod, the overall structural strength and rigidity of the first layer of the scaffold from bottom to top are improved, and the bearing capacity is enhanced; the other layers except the first layer can also improve the bearing capacity by arranging the first horizontal rod, the second horizontal rod and the first inclined rod, so that the strength and the rigidity of the whole structure are improved; two adjacent pole settings that are located vertical direction adopt the socket joint to connect, easy to assemble with demolish, and first horizon bar, second horizon bar, first down tube and second down tube and correspond between the pole setting formed the dish knot formula and be connected, not only can promote joint strength and rigidity, be convenient for moreover install and demolish.
2. Through setting up the safety net, can prevent that the space between scaffold frame and the building from causing the high altitude weight thing, ensure the security.
3. Through setting up even wall spare, realize carrying out the drawknot between scaffold frame and the building, improve scaffold frame stability, use safe and reliable.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is a bottom view of FIG. 1;
FIG. 3 is a top view of FIG. 1;
fig. 4 is a perspective view of an embodiment of the present application.
Description of reference numerals: 1. a first scaffold module; 2. a second scaffold module; 3. an exterior building surface; 4. erecting a rod; 41. a connecting disc; 5. a first horizontal bar; 6. a second horizontal bar; 7. a first diagonal member; 8. a second diagonal member; 9. a bolt; 10. a rigid safety net; 11. a flexible safety net; 12. a wall connecting piece; 13. a first right-angle fastener; 14. a guard rail; 15. a second right-angle fastener; 16. a protective net; 17. a scaffold board; 171. an arc-shaped fixture block; 18. a foot blocking plate; 19. an adjustable base; 20. an adjustable bracket.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses socket joint type dish knot formula scaffold frame. Referring to fig. 1 and 2, the scaffold comprises a first scaffold module 1 and a second scaffold module 2 which are arranged side by side, wherein the two scaffold modules (the first scaffold module 1 and the second scaffold module 2) are parallel to an outer building surface 3, the first scaffold module 1 is arranged between the outer building surface 3 and the second scaffold module 2, each scaffold module comprises a plurality of scaffold units which are spliced with each other and arranged in a matrix, each scaffold unit comprises upright rods 4 and first horizontal rods 5, two adjacent upright rods 4 in the horizontal direction of each scaffold module are fixedly connected through first horizontal rods 5, two adjacent upright rods 4 in the vertical direction of each scaffold module are fixedly connected through socket joints, the upright rods 4 of each scaffold unit of the two scaffold modules (the first scaffold module 1 and the second scaffold module 2) are fixedly connected through second horizontal rods 6, the second horizontal rods 6 at the two ends of the scaffold module in the horizontal direction are connected with first inclined rods 7 respectively, the vertical rods 4 at the first layer of the two scaffold modules from bottom to top are connected with second inclined rods 8 respectively, the vertical rods 4 of each scaffold unit are fixed with connecting discs 41 respectively, and the end parts of the first horizontal rods 5, the second horizontal rods 6, the first inclined rods 7 and the second inclined rods 8 are fixed on the corresponding connecting discs 41 through bolts 9 respectively. In this embodiment, the middle part of the horizontal direction of the two scaffold modules (the first scaffold module 1 and the second scaffold module 2) is also provided with a plurality of first horizontal rods 5, the plurality of first horizontal rods 5 are arranged at equal intervals along the height direction of the scaffold modules, the first horizontal rods 5 are symmetrically arranged outside the first scaffold module 1 and the second scaffold module 2, and the two ends of the first horizontal rods 5 are fixed on the connecting discs 41 of the corresponding vertical rods 4 through the bolts 9 respectively, so as to improve the strength and rigidity of the scaffold. By arranging the first horizontal rod 5, the second horizontal rod 6, the first inclined rod 7 and the second inclined rod 8, the overall structural strength and rigidity of the first layer of the scaffold from bottom to top are improved, and the bearing capacity is enhanced; the other layers except the first layer can also improve the bearing capacity by arranging the first horizontal rod 5, the second horizontal rod 6 and the first inclined rod 7, so that the strength and the rigidity of the whole structure are improved; two adjacent pole settings 4 that are located vertical direction adopt the socket joint to connect, easy to assemble with demolish, and first horizon bar 5, second horizon bar 6, first down tube 7 and second down tube 8 and correspond and formed between the pole setting 4 that has formed the dish knot formula and be connected, not only can promote joint strength and rigidity, be convenient for install moreover and demolish.
Referring to fig. 1, a plurality of connecting holes are circumferentially arranged on a connecting disc 41 at intervals, the plurality of connecting holes include large connecting holes and small connecting holes which are alternately arranged, the end portions of a first horizontal rod 5 and a second horizontal rod 6 are respectively fixed with the corresponding small connecting holes through bolts 9, in this embodiment, first buckling joints matched with the connecting disc 41 are respectively welded and fixed at the two ends of the first horizontal rod 5 and the second horizontal rod 6, and the bolts 9 penetrate through the small connecting holes on the first buckling joints and the connecting disc 41, so that the end portions of the first horizontal rod 5 or the second horizontal rod 6 are fixed with an upright rod 4; the ends of the first inclined rod 7 and the second inclined rod 8 are respectively fixed with the corresponding large connecting holes through bolts 9, the two ends of the first inclined rod 7 and the second inclined rod 8 are respectively connected with second buckle joints matched with the connecting disc 41 through fixing bolts in the embodiment, the bolts 9 penetrate through the second buckle joints and the large connecting holes in the connecting disc 41, the end of the first inclined rod 7 or the end of the second inclined rod 8 is fixed with the vertical rod 4, and the fixing, the mounting and the dismounting are convenient, and the construction is convenient.
Referring to fig. 1, a safety net is fixed between the first scaffold module 1 and the building outer surface 3, the safety net is at least two rigid safety nets 10 spaced apart from each other in the vertical direction of the first scaffold module 1, or the safety net includes at least two rigid safety nets 10 spaced apart from each other in the vertical direction of the first scaffold module 1 and a flexible safety net 11 located between the rigid safety nets 10. In this embodiment, the hard safety net 10 can be made of plywood, and the soft safety net 11 is a dense mesh type soft net, the mesh density is not less than 2000 meshes/100 square centimeters, and the defects of broken yarns, broken holes, deformation and weaving which can hinder the use can be avoided. When in use, when the height of a building layer is lower than four meters, a hard safety net 10 is arranged every two layers; when the floor height of a building is more than four meters, one hard safety net 10 is arranged at every other floor, when the height of a two-floor building is more than twelve meters in total, one hard safety net 10 needs to be arranged at each floor, the floor of a single floor is more than eight meters, and a flexible safety net 11 is arranged in the middle of each floor in every two steps.
Referring to fig. 1, a wall connecting piece 12 is arranged on a vertical rod 4 of a second layer from bottom to top of two scaffold modules (a first scaffold module 1 and a second scaffold module 2), one end of the wall connecting piece 12 is fixed on the corresponding vertical rod 4 through a first right-angle fastener 13, and the other end of the wall connecting piece 12 extends out of the first scaffold module 1 and is fixedly connected with an embedded piece embedded in a building. In the embodiment, the wall connecting piece 12 is a rigid rod piece, the connection mode is hard connection, the wall connecting piece 12 can be in the form of embedded flat iron and steel plates, in the embodiment, a steel pipe fastener is used as the wall connecting piece 12, and the wall connecting piece 12 is connected and fixed with the vertical rod 4 through a first right-angle fastener 13; under the condition that the wall connecting piece cannot be pre-buried, wall connecting points are arranged for replacement in a building mode through anchor ears. When the length of the wall connecting tie is less than 1.5 m, a phi 48 x 3.2 steel pipe can be adopted; when the length of the wall connecting tie is more than 1.5 meters and less than 3.0 meters, double pipes can be adopted; when the length of the wall-connecting drawknot is more than 3.0 meters, a special connecting structure needs to be additionally designed.
Referring to fig. 1, one side of the second scaffold module 2 far from the surface of the outer wall is provided with a plurality of protective railings 14 at equal intervals along the vertical direction of the second scaffold module 2, and the two ends of each protective railing 14 are fixed on the vertical rods 4 corresponding to the two ends of the second scaffold module 2 in the horizontal direction through second right-angle fasteners 15 respectively. In this embodiment, the scaffold is provided with protective barrier 14 on all the other layers except the first layer, and every layer is provided with three at equal intervals to guarantee the protective effect. And a protective net 16 is fixed outside the protective railing 14, so that the safety is further improved, objects falling from the high altitude can be prevented, and the potential safety hazard is reduced.
Referring to fig. 1 and 3, a scaffold board 17 is laid on each layer above the second layer from bottom to top on two scaffold modules (a first scaffold module 1 and a second scaffold module 2), the scaffold board 17 is laid on each second horizontal rod 6 in the horizontal direction between the two scaffold modules (the first scaffold module 1 and the second scaffold module 2), an arc-shaped clamping block 171 for being clamped with the second horizontal rod 6 is fixed on the bottom surface of the scaffold board 17, a locking member for locking and fixing the arc-shaped clamping block 171 and the second horizontal rod 6 is arranged on the arc-shaped clamping block 171, and the locking member can be a locking bolt in the embodiment.
Referring to fig. 1 and 3, a foot blocking plate 18 is fixed on one side of the top surface of the scaffold plate 17 close to the second scaffold module 2, the foot blocking plate 18 is perpendicular to the scaffold plate 17, the height of the foot blocking plate 18 is not less than 180mm, protection can be performed when constructors perform construction operation, and safety is improved.
Referring to fig. 1 and 4, adjustable bases 19 are respectively installed at the lower ends of the vertical rods 4 located on the first floor of the two scaffold modules (the first scaffold module 1 and the second scaffold module 2) from bottom to top, so that the concentrated loads of the vertical rods 4 can be dispersed and transferred to the foundation, and meanwhile, the horizontal heights of the scaffolds can be adjusted to keep consistent, so that the vertical rods 4 can be vertically loaded. The adjustable brackets 20 are respectively installed at the upper ends of the upright rods 4 on the highest layer from bottom to top of the two scaffold modules (the first scaffold module 1 and the second scaffold module 2), and the adjustable brackets 20 are arranged to adjust the height of the scaffold, balance the supporting heavy objects and bear the weight. In the embodiment, the adjustable base 19 comprises a supporting seat, a screw fixed on the supporting seat and an adjusting gasket in threaded connection with the screw, and the height of the scaffold is adjusted by adjusting the position of the adjusting gasket; the adjustable bracket 20 is similar in structure to the adjustable base 19, except that the adjustable bracket 20 employs a top seat instead of a support seat.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (10)

1. The utility model provides a socket joint type dish knot formula scaffold frame which characterized in that: comprises a first scaffold module (1) and a second scaffold module (2) which are arranged side by side, wherein the two scaffold modules are parallel to the outer surface (3) of a building, the first scaffold module (1) is positioned between the outer surface (3) of the building and the second scaffold module (2), each scaffold module comprises a plurality of scaffold units which are spliced with each other and arranged in a matrix, each scaffold unit comprises upright rods (4) and first horizontal rods (5), two adjacent upright rods (4) in the horizontal direction of each scaffold module are fixedly connected through first horizontal rods (5), two adjacent upright rods (4) in the vertical direction of each scaffold module are fixedly connected through socket joints, the upright rods (4) of each scaffold unit of the two scaffold modules are fixedly connected through second horizontal rods (6), and first inclined rods (7) are respectively connected between the second horizontal rods (6) at two ends of the horizontal direction of the scaffold modules, and second inclined rods (8) are respectively connected between the upright rods (4) on the first layer from bottom to top of the two scaffold modules, connecting discs (41) are respectively fixed on the upright rods (4) of each scaffold unit, and the end parts of each first horizontal rod (5), each second horizontal rod (6), each first inclined rod (7) and each second inclined rod (8) are respectively fixed on the corresponding connecting discs (41) through bolts (9).
2. The bell and spigot type disc fastener scaffold of claim 1, wherein: the connecting disc (41) is provided with a plurality of connecting holes at intervals along the circumferential direction, the connecting holes comprise alternately arranged large connecting holes and small connecting holes, the end parts of the first horizontal rod (5) and the second horizontal rod (6) are fixed with the corresponding small connecting holes through bolts (9), and the end parts of the first inclined rod (7) and the second inclined rod (8) are fixed with the corresponding large connecting holes through bolts (9).
3. The bell and spigot type disc fastener scaffold of claim 1, wherein: be provided with the safety net between first scaffold module (1) and building surface (3), the safety net is two at least stereoplasm safety nets (10) that set up along first scaffold module (1) vertical direction interval, perhaps the safety net includes at least two stereoplasm safety nets (10) that set up along first scaffold module (1) vertical direction interval and is located flexible safety net (11) between stereoplasm safety net (10).
4. The bell and spigot type disc fastener scaffold of claim 1, wherein: be located and be provided with even wall spare (12) on pole setting (4) on two scaffold frame modules second floor from bottom to top, even wall spare (12) one end is fixed in corresponding pole setting (4) through first right angle fastener (13) respectively on, even wall spare (12) other end stretches out embedded part fixed connection buried underground in first scaffold frame module (1) and the building outward.
5. The bell and spigot type disc fastener scaffold of claim 1, wherein: one side of the second scaffold module (2) far away from the surface of the outer wall is provided with a plurality of protective railings (14) along the vertical direction of the second scaffold module (2) at intervals, and the two ends of each protective railing (14) are fixed on the vertical rods (4) corresponding to the two ends of the second scaffold module (2) in the horizontal direction through second right-angle fasteners (15).
6. The bell and spigot type disc fastener scaffold of claim 5, wherein: a protective net (16) is fixed outside the protective railing (14).
7. The bell and spigot type disc fastener scaffold of claim 1, wherein: be located two scaffold modules and all laid scaffold board (17) on each layer more than the second floor from bottom to top, scaffold board (17) are laid on each second horizon bar (6) that lie in the horizontal direction between two scaffold modules, scaffold board (17) bottom surface is fixed with arc fixture block (171) that are used for with second horizon bar (6) joint, be provided with on arc fixture block (171) and be used for locking fixed retaining member with arc fixture block (171) and second horizon bar (6).
8. The bell and spigot type disc scaffold of claim 7, wherein: a foot blocking plate (18) is fixed on one side, close to the second scaffold module (2), of the top surface of the scaffold plate (17), and the foot blocking plate (18) is perpendicular to the scaffold plate (17).
9. The bell and spigot type disc fastener scaffold of claim 1, wherein: the lower ends of the vertical rods (4) positioned on the first layer of the two scaffold modules from bottom to top are respectively provided with an adjustable base (19).
10. The bell and spigot type disc fastener scaffold of claim 1, wherein: the upper ends of the upright rods (4) positioned at the highest layer of the two scaffold modules from bottom to top are respectively provided with an adjustable bracket (20).
CN202010903883.2A 2020-09-01 2020-09-01 Socket type disc buckle type scaffold Pending CN112049388A (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046734A (en) * 2012-12-29 2013-04-17 上海建工一建集团有限公司 Environment-friendly flame-retardant scaffold system
CN204139639U (en) * 2014-10-13 2015-02-04 中天西北建设投资集团有限公司 Soft isolating and protecting component for building
CN206667708U (en) * 2017-04-13 2017-11-24 天津鼎维固模架工程股份有限公司 A kind of socket joint disk button-type frame set
EP3433448A1 (en) * 2016-03-22 2019-01-30 Peri Gmbh Frame element with a support head, and building scaffold comprising such a frame element
CN109385958A (en) * 2018-12-05 2019-02-26 南通五建控股集团有限公司 Disk buckle type scaffold support system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046734A (en) * 2012-12-29 2013-04-17 上海建工一建集团有限公司 Environment-friendly flame-retardant scaffold system
CN204139639U (en) * 2014-10-13 2015-02-04 中天西北建设投资集团有限公司 Soft isolating and protecting component for building
EP3433448A1 (en) * 2016-03-22 2019-01-30 Peri Gmbh Frame element with a support head, and building scaffold comprising such a frame element
CN206667708U (en) * 2017-04-13 2017-11-24 天津鼎维固模架工程股份有限公司 A kind of socket joint disk button-type frame set
CN109385958A (en) * 2018-12-05 2019-02-26 南通五建控股集团有限公司 Disk buckle type scaffold support system

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