CN109356375A - A kind of attachment type raise scaffold support construction for high Stilt layer structure - Google Patents
A kind of attachment type raise scaffold support construction for high Stilt layer structure Download PDFInfo
- Publication number
- CN109356375A CN109356375A CN201811235733.8A CN201811235733A CN109356375A CN 109356375 A CN109356375 A CN 109356375A CN 201811235733 A CN201811235733 A CN 201811235733A CN 109356375 A CN109356375 A CN 109356375A
- Authority
- CN
- China
- Prior art keywords
- fitting
- built
- steel column
- steel
- scaffold support
- 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.)
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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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
-
- 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
- E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs
Abstract
The invention discloses a kind of attachment type raise scaffold support constructions for high Stilt layer structure, including the steel wire rope drawknot built-in fitting, steel column built-in fitting and push-and-pull rod built-in fitting being embedded on building floor respectively, steel column is vertically welded on steel column built-in fitting, one end of wirerope is fixedly connected with steel wire rope drawknot built-in fitting, other end drawknot is fixed on steel column, one end of steel pipe is fixedly connected with steel column built-in fitting, and the other end is fixedly supported on steel column.Steel column is fixedly mounted on the building floor at high Stilt layer by the present invention, and wall-attached elevating scaffold support is fixed on steel column, supporting point is provided by wall-attached elevating scaffold support for attachment type raise scaffold, 16m high Stilt layer structure is efficiently solved because horizontal member is separated by that spacing is larger, leads to the problem of attachment type raise scaffold support post supporting point nowhere stress.
Description
Technical field
The present invention relates to a kind of attachment type raise scaffold support constructions for high Stilt layer structure, belong to construction
Technical field.
Background technique
During high-building construction, it is commonly encountered the high Stilt layer of 16m, without level between two building cover boards at the high Stilt layer
Component, leads to attachment type raise scaffold fulcrum nowhere stress, and difficulty of climbing is not able to satisfy live actual production requirement.
Summary of the invention
The object of the present invention is to provide a kind of flexible arrangement, safe and reliable, constructions convenient for operation, recoverable
For the attachment type raise scaffold support construction of high Stilt layer structure, to overcome deficiency in the prior art.
Technical solution of the present invention: a kind of attachment type raise scaffold support construction for high Stilt layer structure, including
Steel wire rope drawknot built-in fitting, steel column built-in fitting and the push-and-pull rod built-in fitting being embedded on building floor respectively, it is vertical in steel
Steel column is vertically welded on column built-in fitting, one end of wirerope is fixedly connected with steel wire rope drawknot built-in fitting, and the other end is drawn
Knot is fixed on steel column, and one end of steel pipe is fixedly connected with steel column built-in fitting, and the other end is fixedly supported on steel column,
Two or more wall-attached elevating scaffold supports are fixedly connected with by split bolt on steel column.
Further, the steel wire rope drawknot built-in fitting, steel column built-in fitting and push-and-pull rod built-in fitting include bottom
Plate and the connection bolt being fixedly connected on bottom plate are welded with angle steel in four corners on the surface of bottom plate.
Further, the steel column is bolted by truss more than two sections or two sections by docking.
Due to the adoption of the above technical scheme, the present invention has the advantages that steel column is fixedly mounted on high make somebody a mere figurehead by the present invention
On building floor at layer, and wall-attached elevating scaffold support is fixed on steel column, passes through wall-attached elevating scaffold
Support provides supporting point for attachment type raise scaffold, efficiently solves 16m high Stilt layer structure because of horizontal member phase compartment
Away from larger, lead to the problem of attachment type raise scaffold support post supporting point nowhere stress, adhesion type self-lifting scaffold can be made
Frame makes somebody a mere figurehead region herein and continues to climb.Not only assembly is flexible by the present invention, simple to install, can be used in turn, is easy for construction, Er Qiejing
It helps practical, safe and reliable, the saving duration, there is wide applicability and generalization.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the attachment structure schematic diagram of wall-attached elevating scaffold support and steel column；
Fig. 3 is the structural schematic diagram of built-in fitting.
Description of symbols: 1- steel column；2- split bolt；3- is to connecting bolt；4- steel pipe；5- wirerope；6- wirerope
Drawknot built-in fitting；7- steel column built-in fitting；8- push-and-pull rod built-in fitting；9- wall-attached elevating scaffold support；10- bottom plate；11-
Connect bolt；12- angle steel.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and examples to this hair
It is bright to be described in further detail.
The embodiment of the present invention: the structural schematic diagram of the attachment type raise scaffold support construction for high Stilt layer structure
As shown in Figures 1 and 2, including be embedded on building floor respectively steel wire rope drawknot built-in fitting 6, steel column built-in fitting 7 and
Push-and-pull rod built-in fitting 8 is vertically welded with steel column 1 on steel column built-in fitting 7, and the steel column 1 is by four section truss
By being formed by connecting to connecting bolt 3；One end of wirerope 5 is fixedly connected with steel wire rope drawknot built-in fitting 6, and other end drawknot is fixed
On steel column 1, one end of steel pipe 4 is fixedly connected with steel column built-in fitting 7, and the other end is fixedly supported on steel column 1, in steel
Two or more wall-attached elevating scaffold supports 9 are fixedly connected with by split bolt 2 on column 1.Referring to Fig. 3,
Steel wire rope drawknot built-in fitting 6, steel column built-in fitting 7 and the push-and-pull rod built-in fitting 8 includes bottom plate 10 and fixes
The connection bolt 11 being connected on bottom plate 10 is welded with angle steel 12 in four corners on the surface of bottom plate 10, and angle steel 12 is set
Set the connectivity robustness that entire built-in fitting and building floor can be improved.
Steel column 1 is fixedly mounted on the building floor at high Stilt layer by the present invention, and by wall-attached elevating scaffold
Support 9 is fixed on steel column 1, provides supporting point by wall-attached elevating scaffold support 9 for attachment type raise scaffold, has
Effect solve 16m high Stilt layer structure because horizontal member to be separated by spacing larger, lead to attachment type raise scaffold support post
The problem of supporting point nowhere stress can make attachment type raise scaffold make somebody a mere figurehead region herein and continue to climb.
Claims (3)
1. a kind of attachment type raise scaffold support construction for high Stilt layer structure, including be embedded on building floor respectively
Steel wire rope drawknot built-in fitting (6), steel column built-in fitting (7) and push-and-pull rod built-in fitting (8), it is characterised in that: it is vertical in steel
It is vertically welded on column built-in fitting (7) steel column (1), one end and steel wire rope drawknot built-in fitting (6) of wirerope (5) are fixed to be connected
It connects, other end drawknot is fixed on steel column (1), and one end of steel pipe (4) is fixedly connected with steel column built-in fitting (7), the other end
Be fixedly supported on steel column (1), on steel column (1) by split bolt (2) be fixedly connected with it is two or more
Wall-attached elevating scaffold support (9).
2. the attachment type raise scaffold support construction according to claim 1 for high Stilt layer structure, feature exist
In: steel wire rope drawknot built-in fitting (6), steel column built-in fitting (7) and the push-and-pull rod built-in fitting (8) includes bottom plate
(10) and the connection bolt (11) that is fixedly connected on bottom plate (10) it, is welded in four corners on the surface of bottom plate (10)
Angle steel (12).
3. the attachment type raise scaffold support construction according to claim 1 for high Stilt layer structure, feature exist
In: the steel column (1) is by truss more than two sections or two sections by being formed by connecting to connecting bolt (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811235733.8A CN109356375A (en) | 2018-10-23 | 2018-10-23 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811235733.8A CN109356375A (en) | 2018-10-23 | 2018-10-23 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109356375A true CN109356375A (en) | 2019-02-19 |
Family
ID=65346273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811235733.8A Pending CN109356375A (en) | 2018-10-23 | 2018-10-23 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109356375A (en) |
Citations (14)
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| CN2311558Y (en) * | 1997-12-07 | 1999-03-24 | 曾绍强 | Welding column bridge frame hanging frame guide rail type up-down scaffold |
| CN2494860Y (en) * | 2001-09-07 | 2002-06-12 | 成军 | Outrigger supporting up-down scaffold |
| CN103123016A (en) * | 2013-02-28 | 2013-05-29 | 浙江国联设备工程有限公司 | Construction method for laying gas pipelines along bridge |
| CN203034779U (en) * | 2012-11-12 | 2013-07-03 | 中建钢构有限公司 | Self-lifting-type scaffold operating platform |
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| CN205036062U (en) * | 2015-08-18 | 2016-02-17 | 中国建筑第二工程局有限公司 | A cantilever frame that is used for building interior to choose kenozooecium position construction |
| KR101632201B1 (en) * | 2016-02-03 | 2016-06-22 | (주)원프랜트 | Prefabricated steel pipe scaffold frame for power generation |
| CN206396775U (en) * | 2016-11-24 | 2017-08-11 | 贵州开磷建设集团有限公司 | A kind of masonry house concrete filled steel tube pillar support shock insulating foundation structure |
| CN207314892U (en) * | 2017-07-28 | 2018-05-04 | 中国建筑第二工程局有限公司 | One kind aids in huge pillar height sky to face side construction external hanging type protective platform |
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2018
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Patent Citations (14)
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| CN2494860Y (en) * | 2001-09-07 | 2002-06-12 | 成军 | Outrigger supporting up-down scaffold |
| CN203034779U (en) * | 2012-11-12 | 2013-07-03 | 中建钢构有限公司 | Self-lifting-type scaffold operating platform |
| CN103123016A (en) * | 2013-02-28 | 2013-05-29 | 浙江国联设备工程有限公司 | Construction method for laying gas pipelines along bridge |
| CN203361597U (en) * | 2013-07-09 | 2013-12-25 | 中建安装工程有限公司 | Vertical ladder hanging platform |
| CN203603443U (en) * | 2013-10-22 | 2014-05-21 | 重庆建工第三建设有限责任公司 | Overhanging type external scaffold bearing structure |
| CN103669845A (en) * | 2013-12-26 | 2014-03-26 | 常州第一建筑集团有限公司 | High-altitude long-span overhung cornice formwork supporting system and constructing method thereof |
| CN204001648U (en) * | 2014-08-14 | 2014-12-10 | 贺善虎 | Column multiple layer up-down scaffold device |
| CN104847102A (en) * | 2015-05-26 | 2015-08-19 | 中国建筑第五工程局有限公司 | Wall attaching method and device of attached self-lifting scaffold on retraction section of building outer wall |
| CN205036062U (en) * | 2015-08-18 | 2016-02-17 | 中国建筑第二工程局有限公司 | A cantilever frame that is used for building interior to choose kenozooecium position construction |
| KR101632201B1 (en) * | 2016-02-03 | 2016-06-22 | (주)원프랜트 | Prefabricated steel pipe scaffold frame for power generation |
| CN206396775U (en) * | 2016-11-24 | 2017-08-11 | 贵州开磷建设集团有限公司 | A kind of masonry house concrete filled steel tube pillar support shock insulating foundation structure |
| CN207314892U (en) * | 2017-07-28 | 2018-05-04 | 中国建筑第二工程局有限公司 | One kind aids in huge pillar height sky to face side construction external hanging type protective platform |
| CN209244236U (en) * | 2018-10-23 | 2019-08-13 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support device for high Stilt layer structure |
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