CN110565929A - Scaffold for construction of large-specification wall paving piece of building outer wall - Google Patents
Scaffold for construction of large-specification wall paving piece of building outer wall Download PDFInfo
- Publication number
- CN110565929A CN110565929A CN201910679433.7A CN201910679433A CN110565929A CN 110565929 A CN110565929 A CN 110565929A CN 201910679433 A CN201910679433 A CN 201910679433A CN 110565929 A CN110565929 A CN 110565929A
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- China
- Prior art keywords
- rod
- wall
- rods
- vertical
- scaffold
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Classifications
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- 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
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- 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
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- 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
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/308—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect without tying means for connecting the bars or members
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- 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
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention relates to a scaffold for large-specification wall paving piece construction of an outer wall of a building, which comprises a scaffold body, wherein a plurality of layers of triangular support frames are arranged on one side of the scaffold body, which faces the outer wall, each layer of triangular support frame comprises a plurality of triangular support frames with equal height, the tail end of each triangular support frame is horizontally provided with a tail end rod, and the tail end rod is close to the surface of the outer wall; and a bearing plate or a bearing rod is paved on the upper surface of the triangular support frame on each layer, and a bearing plate is paved on the upper surface of the tail end rod on each layer. The invention provides good construction space, ensures construction safety, realizes quick and simple disassembly in high-altitude operation, saves time and reduces labor intensity.
Description
Technical Field
The invention relates to a scaffold for large-specification wall paving piece construction of an outer wall of a building, and belongs to the technical field of building construction.
background
The scaffold frame is mainly used in some places of outer wall construction on the building site, interior decoration, and the kind of scaffold frame is various in the present stage, and the support body structure is complicated, and frame rack structure just links up the wall body, and there is the danger that debris dropped during high altitude construction, and in addition, scaffold frame equipment and dismantlement difficulty, especially the scaffold frame dismouting of hanging marble construction usefulness futilely is hard, and intensity of labour is big, has increased the use risk.
Disclosure of Invention
In order to solve the technical problem, the invention provides a scaffold for large-size wall paving piece construction of an outer wall of a building, which has the following specific technical scheme:
a scaffold for large-specification wall paving piece construction of a building outer wall comprises a scaffold body, wherein a plurality of layers of triangular support frames are arranged on one side of the scaffold body, which faces the outer wall, each layer of triangular support frame comprises a plurality of triangular support frames with equal height, the tail end of each triangular support frame is horizontally provided with a tail end rod, and the tail end rod is close to the surface of the outer wall;
and a bearing plate or a bearing rod is paved on the upper surface of the triangular support frame on each layer, and a bearing plate is paved on the upper surface of the tail end rod on each layer.
Furthermore, the scaffold body comprises two rows of upright rods, each row of upright rods comprises a plurality of upright rods, each upright rod comprises upright rod sections which are connected end to end in the vertical direction, and the bottoms of the upright rods are fixed with the ground;
Adjacent vertical rods in each row of vertical rods are connected through a plurality of layers of parallel horizontal rods, each layer of horizontal rod comprises a plurality of horizontal rods, and two ends of each horizontal rod are connected with the vertical rods at the corresponding ends;
Two rows of upright bars are arranged on the outer side of the outer wall in parallel, wherein one row of upright bars is close to the outer wall and is called as inner upright bars, and the other row of upright bars is called as outer upright bars;
a plurality of layers of cross rods are arranged between the two rows of upright rods, each layer of cross rod comprises a plurality of cross rods, and two ends of each cross rod are connected with the corresponding end upright rods.
furthermore, a plurality of rows of guard rails are horizontally arranged between the upper and lower adjacent horizontal rods of the outer side vertical rod.
furthermore, the vertical rod is a disk buckle type vertical rod, and the vertical rod sections which are adjacent up and down are connected through a disk buckle;
The vertical rod is vertical to the horizontal rod, the vertical rod is vertical to the cross rod, and the joint of the vertical rod, the horizontal rod and the cross rod is in a three-dimensional coordinate axis state;
The connecting end of the external cross rod and the vertical rod is provided with a connecting head, a bolt is inserted into the connecting head, and the horizontal rod, the cross rod and the external cross rod are all connected with the disc buckle bolt of the vertical rod.
Furthermore, the triangular support mechanism comprises an external cross rod and an inclined strut, the external cross rod is horizontally arranged and is perpendicular to both the outer wall and the upright rod, and the inclined strut is obliquely arranged between the external cross rod and the upright rod and is positioned below the corresponding external cross rod;
the upper end of the inclined support rod is fixedly welded with the external cross rod, the lower end of the inclined support rod is fixedly welded with a bottom support, the bottom support is vertically arranged, and the bottom support and the vertical rod are fixedly welded;
the bearing plate or the bearing rod is laid on the external connection cross rod.
Further, the relative one end of external horizontal pole and terminal pole all welded fastening has the disc, and two disc circumferences have evenly seted up more than 3 screw holes, and the position of screw hole is corresponding, and two discs pass through the screw hole through the bolt and connect.
further, a disk is welded at the tail end of the tail end rod, and the tail end rod is perpendicular to the center of the disk.
The working principle of the invention is as follows:
when the invention is used, the invention is arranged on the outer side of the building outer wall, the two rows of upright posts are parallel to the outer wall, and a plurality of parallel connecting rods or a plurality of tiled plates are paved on each layer of cross rods and used for placing articles or people to pass through.
when the surface construction of outer wall, constructor stands on the triangular supports frame, and the end pole is close to the outer wall, and the board is accepted in what lay on the end pole is used for accepting the outer strong work progress, and the debris that drop prevents to pound the constructor of lower floor, also prevents that debris striking from pounding the equipment of job site.
In the use process, after the basic construction of the outer wall is finished, when the marble needs to be hung in a dry mode, the construction is carried out layer by layer from top to bottom, when the construction needs to be carried out by standing on a layer of cross rod, constructors hang the marble towards the opposite outer wall in a dry mode, the triangular supports and the tail end rods above and below the layer of cross rod are detached, and the constructors stand on the cross rod to operate, so that a sufficient distance is provided for the construction of the marble. Meanwhile, the triangular support frame and the tail end rod of the next layer provide life guarantee for constructors and receive falling wall sundries or marble.
the invention has the beneficial effects that:
According to the scaffold, the tail end rod and the triangular support frame are detachably connected, the triangular support legs and the upright rods are detachably connected, the scaffold is built layer by layer from bottom to top in the building process, when an outer wall is constructed, the tail end rod and the triangular support frame can be detached layer by layer according to needs, good construction space is provided, construction safety is guaranteed, and in high-altitude operation, quick detachment and simple detachment are achieved, time is saved, and labor intensity is reduced.
Drawings
figure 1 is a schematic view of the overall structure of the present invention,
Figure 2 is a schematic view of the tripod and hard spacer construction of the present invention,
In the figure: 1-vertical rod, 2-vertical rod joint, 3-horizontal rod, 4-cross rod, 5-coil buckle, 6-diagonal rod, 7-tail end rod, 8-external cross rod and 9-connecting buckle head.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic views illustrating only the basic structure of the present invention in a schematic manner, and thus show only the constitution related to the present invention.
as shown in fig. 1 and 2, the scaffold for large-specification wall laying part construction of the building outer wall comprises a scaffold body, wherein a plurality of layers of triangular supports are arranged on one side, facing the outer wall, of the scaffold body, each layer of triangular support comprises a plurality of triangular supports with equal height, a tail end rod 7 is horizontally arranged at the tail end of each triangular support, the tail end rod 7 is close to the surface of the outer wall, a bearing plate or a bearing rod is laid on the upper surface of each layer of the triangular supports, and a bearing plate is laid on the upper surface of each layer of the tail end rods 7. The hand rack body comprises two rows of vertical rods, each row of vertical rods comprises a plurality of vertical rods 1, each vertical rod 1 comprises vertical rod sections 2 which are connected end to end in the vertical direction, the bottoms of the vertical rods 1 are fixed with the ground, adjacent vertical rods 1 in each row of vertical rods 1 are connected through a plurality of layers of parallel horizontal rods 3, each layer of horizontal rods 3 comprises a plurality of horizontal rods 3, and two ends of each horizontal rod 3 are connected with the vertical rods 1 at corresponding ends; two rows of vertical rods 1 are arranged on the outer side of the outer wall in parallel, one row of vertical rods is close to the outer wall and is called inner side vertical rods, the other row of vertical rods is called outer side vertical rods, a plurality of layers of cross rods 4 are arranged between the two rows of vertical rods 1, each layer of cross rods 4 comprises a plurality of cross rods 4, and two ends of each cross rod 4 are connected with corresponding end vertical rods 1. The outside pole setting is still the level between its adjacent horizon bar 3 from top to bottom and is provided with a plurality of rows of guardrail bar, and the pole setting is chooseed the pole setting for use to the dish, and adjacent pole setting festival 2 is detained 5 through the dish and is connected from top to bottom, and pole setting 1 is perpendicular with horizon bar 3, and pole setting 1 is perpendicular with horizontal pole 4, and pole setting 1, horizon bar 3 and horizontal pole 4 handing-over junction are three-dimensional coordinate axis state. The triangular support mechanism comprises an external cross rod 8 and an inclined strut 6, the connecting end of the external cross rod 8 and the connecting end of the vertical rod 1 is provided with a joint buckle 9, a bolt is inserted in the joint buckle 9, the horizontal rod 3, the horizontal rod 4 and the external cross rod 8 are all buckled with a disc of the vertical rod 1 to form 5 bolt connections, the external cross rod 8 is horizontally arranged to be perpendicular to the outer wall and the vertical rod 1, the inclined strut 6 is obliquely arranged between the external cross rod 8 and the vertical rod 1 and located below the corresponding external cross rod 8, the upper end of the inclined strut 6 is welded and fixed with the external cross rod 8, the lower end of the inclined strut is welded and fixed with a bottom support, the bottom support is vertically arranged, the bottom support and the vertical rod 1 are welded and fixed, discs are welded and fixed to the opposite ends of the external cross rod 8 and the tail end rod 7, more than 3 threaded.
When the invention is used, the invention is arranged on the outer side of the building outer wall, the two rows of upright posts are parallel to the outer wall, and a plurality of parallel connecting rods or a plurality of tiled plates are paved on each layer of cross rods and used for placing articles or people to pass through. When the surface construction of outer wall, constructor stands on the triangular supports frame, and the end pole is close to the outer wall, and the board is accepted in what lay on the end pole is used for accepting the outer strong work progress, and the debris that drop prevents to pound the constructor of lower floor, also prevents that debris striking from pounding the equipment of job site. After the basic construction of outer wall is accomplished, when needing to hang the marble futilely, from the top down the successive layer construction, when needs stand the construction on one deck horizontal pole, constructor hangs the marble futilely towards its outer wall that faces, demolishs the adjacent top of this layer horizontal pole and the triangular supports frame and the terminal pole of below, and constructor stands and operates on the horizontal pole, provides abundant distance for the construction marble. Meanwhile, the triangular support frame and the tail end rod of the next layer provide life guarantee for constructors and receive falling wall sundries or marble.
According to the scaffold, the tail end rod and the triangular support frame are detachably connected, the triangular support legs and the upright rods are detachably connected, the scaffold is built layer by layer from bottom to top in the building process, when an outer wall is constructed, the tail end rod and the triangular support frame can be detached layer by layer according to needs, good construction space is provided, construction safety is guaranteed, and in high-altitude operation, quick detachment and simple detachment are achieved, time is saved, and labor intensity is reduced.
it will be understood by those skilled in the art that, unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. It will be further understood that terms, such as those defined in commonly used dictionaries, should be interpreted as having a meaning that is consistent with their meaning in the context of the prior art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.
The meaning of "and/or" as used herein is intended to include both the individual components or both.
The term "connected" as used herein may mean either a direct connection between components or an indirect connection between components via other components.
In light of the foregoing description of the preferred embodiment of the present invention, many modifications and variations will be apparent to those skilled in the art without departing from the spirit and scope of the invention. The technical scope of the present invention is not limited to the content of the specification, and must be determined according to the scope of the claims.
Claims (7)
1. The utility model provides a scaffold frame is used in construction of building outer wall big specification wall laying spare which characterized in that: the scaffold comprises a scaffold body, wherein a plurality of layers of triangular supports are arranged on one side of the scaffold body facing an outer wall, each layer of triangular support comprises a plurality of triangular supports with equal height, the tail end of each triangular support is horizontally provided with a tail end rod (7), and the tail end rods (7) are close to the surface of the outer wall;
Bearing plates or bearing rods are paved on the upper surface of each layer of the triangular support frame, and bearing plates are paved on the upper surface of each layer of the tail end rods (7).
2. the scaffold for large-size wall paving member construction of the external wall of a building according to claim 1, is characterized in that: the scaffold body comprises two rows of vertical rods, each row of vertical rods comprises a plurality of vertical rods (1), each vertical rod (1) comprises vertical rod sections (2) which are connected end to end in the vertical direction, and the bottoms of the vertical rods (1) are fixed with the ground;
Adjacent vertical rods (1) in each row of vertical rods (1) are connected through a plurality of layers of parallel horizontal rods (3), each layer of horizontal rod (3) comprises a plurality of horizontal rods (3), and two ends of each horizontal rod (3) are connected with the vertical rods (1) at corresponding ends;
Two rows of upright bars (1) are arranged on the outer side of the outer wall in parallel, wherein one row is close to the outer wall and is called as an inner upright bar, and the other row is called as an outer upright bar;
a plurality of layers of cross rods (4) are arranged between the two rows of upright rods (1), each layer of cross rod (4) comprises a plurality of cross rods (4), and two ends of each cross rod (4) are connected with the corresponding end upright rods (1).
3. the scaffold for large-size wall paving member construction of the external wall of a building according to claim 2, is characterized in that: and a plurality of rows of guard rails are horizontally arranged between the upper and lower adjacent horizontal rods (3) of the outer side vertical rod.
4. The scaffold for large-size wall paving member construction of the external wall of a building according to claim 2, is characterized in that: the vertical rod adopts a disc buckle type vertical rod, and the vertical rod sections (2) which are adjacent up and down are connected through a disc buckle (5);
The vertical rod (1) is vertical to the horizontal rod (3), the vertical rod (1) is vertical to the cross rod (4), and the joint of the vertical rod (1), the horizontal rod (3) and the cross rod (4) is in a three-dimensional coordinate axis state;
The connecting end of the external cross rod (8) and the vertical rod (1) is provided with a connecting buckle head (9), a bolt is inserted into the connecting buckle head (9), and the horizontal rod (3), the cross rod (4) and the external cross rod (8) are all connected with a disc buckle (5) of the vertical rod (1) through the bolt.
5. The scaffold for large-size wall paving member construction of the external wall of a building according to claim 1, is characterized in that: the triangular support mechanism comprises an external cross rod (8) and an inclined strut (6), the external cross rod (8) is horizontally arranged and is perpendicular to both the outer wall and the upright stanchion (1), and the inclined strut (6) is obliquely arranged between the external cross rod (8) and the upright stanchion (1) and is positioned below the corresponding external cross rod (8);
The upper end of the inclined support rod (6) is fixedly welded with the external cross rod (8), the lower end of the inclined support rod is fixedly welded with a bottom support, the bottom support is vertically arranged, and the bottom support is fixedly welded with the vertical rod (1);
The bearing plate or the bearing rod is laid on the external cross rod (8).
6. the scaffold for large-size wall paving member construction of the external wall of a building according to claim 5, is characterized in that: the relative one end of external horizontal pole (8) and terminal pole (7) all welded fastening has the disc, and threaded hole more than 3 is evenly seted up to two disc circumferences, and the position of threaded hole is corresponding, and two discs pass through the threaded hole through bolt and connect.
7. the scaffold for large-size wall paving member construction of the external wall of the building according to claim 6, is characterized in that: the tail end of the tail end rod (7) is welded with a disc, and the tail end rod (7) is perpendicular to the center of the disc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910679433.7A CN110565929B (en) | 2019-07-26 | 2019-07-26 | Scaffold for construction of large-specification wall paving piece of building outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910679433.7A CN110565929B (en) | 2019-07-26 | 2019-07-26 | Scaffold for construction of large-specification wall paving piece of building outer wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110565929A true CN110565929A (en) | 2019-12-13 |
| CN110565929B CN110565929B (en) | 2021-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910679433.7A Active CN110565929B (en) | 2019-07-26 | 2019-07-26 | Scaffold for construction of large-specification wall paving piece of building outer wall |
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| Country | Link |
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| CN (1) | CN110565929B (en) |
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| CN207260534U (en) * | 2017-09-30 | 2018-04-20 | 江苏速捷模架科技有限公司 | Socket joint type disk buckle type scaffold |
| CN207538450U (en) * | 2017-10-24 | 2018-06-26 | 武汉设计工程学院 | A kind of scaffold of indoor and outdoor decoration |
| CN109577624A (en) * | 2018-11-12 | 2019-04-05 | 杭州江润科技有限公司 | Frame-shear structure scaffold system and construction method |
| CN109779225A (en) * | 2019-03-13 | 2019-05-21 | 中国十七冶集团有限公司 | A kind of change overhanging type external scaffold and construction method |
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| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
| GB2014638A (en) * | 1978-02-21 | 1979-08-30 | Evans & Sons Ltd C | Improved Scaffold Structure |
| FR2761390A1 (en) * | 1997-03-27 | 1998-10-02 | Henri Rey | Stable scaffolding component for work at high levels |
| CN2506729Y (en) * | 2001-07-13 | 2002-08-21 | 于国杰 | Multifunctional inserting disc type scaffold |
| JP2008196176A (en) * | 2007-02-13 | 2008-08-28 | Masayasu Mifuji | Properly usable bracket for temporary scaffold |
| CN201078091Y (en) * | 2007-08-21 | 2008-06-25 | 龙信建设集团有限公司 | Composed scaffold |
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| DE102011107954A1 (en) * | 2011-07-16 | 2013-01-17 | ASB Produktions GmbH | Building wall, has triangular carrying plates provided at oblong central body of framework anchors, radially projecting from central body, molded at circular support plates, and arranged relative to each other at certain angle |
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| CN104047419A (en) * | 2014-06-13 | 2014-09-17 | 中建四局第一建筑工程有限公司 | Wall linking method of scaffold and wall-linking member used by scaffold |
| CN204456811U (en) * | 2015-01-28 | 2015-07-08 | 广州城建职业学院 | A kind of Portable scaffold |
| CN105863233A (en) * | 2016-05-31 | 2016-08-17 | 上海建工五建集团有限公司 | Scaffold for outer curtain wall of arc-shaped building and mounting method |
| CN205875657U (en) * | 2016-06-23 | 2017-01-11 | 马鞍山市汉荣新型材料科技有限公司 | Plug -in type steel pipe scaffold frame |
| CN205894630U (en) * | 2016-08-04 | 2017-01-18 | 滁州金诚金属制品有限公司 | Bear scaffold frame of reinforce |
| CN206467991U (en) * | 2016-12-30 | 2017-09-05 | 河北亿安工程技术股份有限公司 | The operation platform that a kind of building main body construction protection and exterior wall finishing are integrated |
| CN207063480U (en) * | 2017-08-23 | 2018-03-02 | 华锦建设集团股份有限公司 | The triangular support bracket set up for exterior wall scaffold |
| CN207177263U (en) * | 2017-09-04 | 2018-04-03 | 中建四局第三建筑工程有限公司 | A kind of recyclable multi-functional pre-buried wall-connecting piece |
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