CN103470063A - Self-elevating protecting shed - Google Patents
Self-elevating protecting shed Download PDFInfo
- Publication number
- CN103470063A CN103470063A CN2013103965505A CN201310396550A CN103470063A CN 103470063 A CN103470063 A CN 103470063A CN 2013103965505 A CN2013103965505 A CN 2013103965505A CN 201310396550 A CN201310396550 A CN 201310396550A CN 103470063 A CN103470063 A CN 103470063A
- Authority
- CN
- China
- Prior art keywords
- truss
- sleeve
- self
- column
- elevating
- 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.)
- Granted
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明提供一种自提升防护棚,其包括:立柱,其上具有立柱拉环;连接套管,套设在该立柱上,该连接套管上设置有套管拉环;棚架,其包括沿上下两个水平面设置的桁架弦杆、沿竖起面设置的桁架腹杆、以及水平拉杆,其中,桁架腹杆连接上下两个水平面上的桁架弦杆,水平拉杆连接同一水平面上的桁架弦杆,该棚架固定在该连接套管上,并通过该连接套管设置在该立柱上;以及防护板,其设置在该棚架的桁架弦杆上。该自提升防护棚结构简单,容易安装、拆卸与运输。并且,该自提升防护棚可实现地面组装,可通过提升设备提拉该立柱拉环与套管拉环,以使该自提升防护棚进行整体提升。同时,该自提升防护棚容易拆卸,可多次使用,降低成了使用成本。
The invention provides a self-elevating protective shed, which includes: a column with a column pull ring; a connecting sleeve sleeved on the column, and the connecting sleeve is provided with a sleeve pull ring; the scaffold includes The truss chords arranged along the upper and lower horizontal planes, the truss webs arranged along the vertical surface, and the horizontal tie rods, wherein the truss webs connect the truss chords on the upper and lower two horizontal planes, and the horizontal tie rods connect the truss chords on the same horizontal plane rods, the scaffolding is fixed on the connecting sleeve and is arranged on the column through the connecting sleeve; and a protective plate is arranged on the truss chord of the scaffolding. The self-elevating protective shed has a simple structure and is easy to install, disassemble and transport. Moreover, the self-elevating protective shed can be assembled on the ground, and the column pull ring and the bushing pull ring can be pulled by lifting equipment, so that the self-elevating protective shed can be lifted as a whole. At the same time, the self-elevating protective shed is easy to disassemble and can be used many times, reducing the cost of use.
Description
技术领域 technical field
本发明涉及建筑施工领域,尤其涉及一种自提升防护棚。 The invention relates to the field of building construction, in particular to a self-elevating protective shed.
背景技术 Background technique
目前,建筑施工所用防护棚一般采用钢管扣件脚手架搭设而成。由钢管所搭设的防护棚大多为门式,为一次性,且搭建与拆卸费时费工,从而使用成本较高。 At present, the protective sheds used in construction generally adopt steel pipe fastener scaffolding to form. Most of the protective sheds built by steel pipes are door-type and disposable, and the construction and disassembly are time-consuming and labor-intensive, resulting in high cost of use.
发明内容 Contents of the invention
本发明要解决的技术问题是:提供一种结构简单,容易安装、拆卸与运输组装式的自提升防护棚。 The technical problem to be solved by the present invention is to provide a self-elevating protective shed that is simple in structure and easy to install, disassemble and transport.
本发明为解决上述技术问题所采取的技术方案为: The technical scheme that the present invention takes for solving the problems of the technologies described above is:
一种自提升防护棚,包括:立柱,其上具有立柱拉环;连接套管,套设在该立柱上,该连接套管上设置有套管拉环;棚架,其包括沿上下两个水平面设置的桁架弦杆、沿竖起面设置的桁架腹杆、以及水平拉杆,其中,桁架腹杆连接上下两个水平面上的桁架弦杆,水平拉杆连接同一水平面上的桁架弦杆,该棚架固定在该连接套管上,并通过该连接套管设置在该立柱上;以及防护板,其设置在该棚架的桁架弦杆上。 A self-elevating protective shed, comprising: a column with a column pull ring; a connecting sleeve sleeved on the column, and the connecting sleeve is provided with a sleeve pull ring; The truss chords arranged on the horizontal plane, the truss webs arranged along the erected surface, and the horizontal tie rods, wherein the truss webs are connected to the truss chords on the upper and lower horizontal planes, and the horizontal tie rods are connected to the truss chords on the same horizontal plane. The frame is fixed on the connecting sleeve and arranged on the column through the connecting sleeve; and the protective plate is arranged on the truss chord of the scaffold.
上述方案中,该立柱上具有多个第一插销孔,该连接套管上具有多个与该第一插销孔相对应的第二插销孔,每个插销穿过一个第一插销孔以及与其对应的第二插销孔,以将该连接套管固定在该立柱上。 In the above scheme, the column has a plurality of first pin holes, and the connecting sleeve has a plurality of second pin holes corresponding to the first pin holes, and each pin passes through a first pin hole and corresponds to the first pin hole. The second pin hole to fix the connecting sleeve on the column.
上述方案中,该连接套管包括一个套筒、以及从套筒向外辐射的多个连接耳板,该套筒套设在该立杆上,该棚架固定在该连接耳板上。 In the above solution, the connecting sleeve includes a sleeve and a plurality of connecting lugs radiating outward from the sleeve, the sleeve is sleeved on the pole, and the shelf is fixed on the connecting lugs.
上述方案中,该连接耳板包括分别位于该套筒上下两端部的第一组连接耳板与第二组连接耳板,该第一组连接耳板与该第二组连接耳板分别用于固定上下水平面的桁架弦杆。 In the above solution, the connecting lugs include a first group of connecting lugs and a second group of connecting lugs respectively located at the upper and lower ends of the sleeve, and the first group of connecting lugs and the second group of connecting lugs are respectively used Truss chords fixed to the upper and lower horizontal planes.
上述方案中,该第一组连接耳板与该第二组连接耳板分别包括四个均匀设置在该套筒上的连接耳板。 In the above solution, the first group of connecting lugs and the second group of connecting lugs respectively include four connecting lugs uniformly arranged on the sleeve.
上述方案中,该桁架腹杆与和其对应的桁架弦杆组合成桁架梁,该连接套管在沿平行桁架弦杆的方向上的两个连接耳板分别连接一个桁架弦杆的一端以及一个桁架梁,而在沿垂直桁架弦杆方向上的两个连接耳板用于连接相邻的桁架梁。 In the above scheme, the truss web and its corresponding truss chord are combined to form a truss beam, and the two connecting lugs of the connecting sleeve in the direction parallel to the truss chord are respectively connected to one end of a truss chord and a truss girders, and two connecting lugs along the vertical truss chord direction are used to connect adjacent truss girders.
上述方案中,该棚架包括多个棚架单元,每个棚架单元包括相邻两个平行的桁架梁、以及连接该两个桁架梁之间的水平拉杆。 In the above solution, the scaffolding includes a plurality of scaffolding units, and each scaffolding unit includes two adjacent parallel truss beams and a horizontal tie rod connecting the two truss beams.
上述方案中,该套管拉环、套筒与该多个连接耳板通过焊接成一体结构 In the above scheme, the sleeve pull ring, the sleeve and the plurality of connecting lugs are welded into an integral structure
上述方案中,该桁架腹杆与桁架弦杆通过连接角码相互连接。 In the above solution, the truss web and the truss chord are connected to each other through connecting corners.
上述方案中,该立柱拉环设置在该立柱的顶部,该立柱的底部设置有法兰盘,该法兰盘与预埋地脚螺栓连接以将该立柱固定在地面。 In the above solution, the column pull ring is arranged on the top of the column, and the bottom of the column is provided with a flange, and the flange is connected with pre-embedded anchor bolts to fix the column on the ground.
与现有技术相比,本发明取得的技术效果是: Compared with prior art, the technical effect that the present invention obtains is:
该自提升防护棚结构简单,容易安装、拆卸与运输。并且 ,该自提升防护棚可实现地面组装,并通过提升设备提拉该立柱拉环与套管拉,以使该自提升防护棚环整体提升。同时,该自提升防护棚容易拆卸,可多次使用,降低成了使用成本。 The self-elevating protective shed has a simple structure and is easy to install, disassemble and transport. Moreover, the self-elevating protective shed can be assembled on the ground, and the column pull ring and the sleeve pull are pulled by the lifting equipment, so that the self-elevating protective shed ring is lifted as a whole. At the same time, the self-elevating protective shed is easy to disassemble and can be used many times, reducing the cost of use.
附图说明 Description of drawings
图1为本发明提供的自提升防护棚第一方向的结构示意图。 Fig. 1 is a structural schematic diagram of the first direction of the self-elevating shelter provided by the present invention.
图2为本发明提供的自提升防护棚第二方向的结构示意图。 Fig. 2 is a schematic structural diagram of the second direction of the self-elevating shelter provided by the present invention.
图3为图1中立杆的结构示意图。 Fig. 3 is a schematic structural diagram of the vertical rod in Fig. 1 .
图4为图1中连接套管的结构示意图。 Fig. 4 is a schematic structural diagram of the connecting sleeve in Fig. 1 .
图5为图1中棚架的俯视图。 Fig. 5 is a top view of the scaffolding in Fig. 1 .
图6为图1中水平拉杆的结构示意图。 FIG. 6 is a schematic structural diagram of the horizontal pull rod in FIG. 1 .
图中:1-桁架弦杆,2-桁架腹杆,3-立柱拉环,4-连接套管,5-套管拉环,6-立柱,7-第二插销孔,8-水平拉杆,9-桁架梁,10-连接耳板,11-第一插销孔,13-连接角码,14-棚架,15-柱状套筒。 In the figure: 1-truss chord, 2-truss web, 3-column pull ring, 4-connecting sleeve, 5-sleeve pull ring, 6-column, 7-second pin hole, 8-horizontal tie rod, 9-truss beam, 10-connecting lug plate, 11-the first pin hole, 13-connecting angle code, 14-stilt, 15-column sleeve.
具体实施方式 Detailed ways
下面结合附图和实施例对本发明作进一步的描述,当然下述实施例不应理解为对本发明的限制。 The present invention will be further described below in conjunction with the accompanying drawings and examples, but of course the following examples should not be construed as limiting the present invention.
请参见图1至图5,本发明提供的自提升防护棚的结构示意图。该自提升防护棚包括立柱6、连接套管4、棚架14以及防护板。
Please refer to Fig. 1 to Fig. 5, which are structural schematic diagrams of the self-elevating shelter provided by the present invention. The self-elevating protective shed includes a
在本实施例中,该立柱6呈柱状,其上设置有立柱拉环3、多个第一插销孔11以及法兰盘。该立柱拉环3设置在该立柱6的顶部。该法兰盘设置在该立柱6的底部,该法兰盘与预埋地脚螺栓连接以将该立柱6固定在地面。
In this embodiment, the
该连接套管4套设在该立柱6上。该连接套管4上设置有套管拉环5。该连接套管4上具有多个与该第一插销孔11相对应的第二插销孔7。每个插销(图未示)穿过一个第一插销孔11以及与其对应的第二插销孔7,以将该连接套管3固定在该立柱6上。该连接套管4包括一个柱状套筒15、以及从套筒15向外辐射的多个连接耳板,该套筒15套设在该立柱6上。在本实施例中,该套筒15、多个连接耳板以及该套管拉环5通过焊接而成为一体结构。该多个连接耳板包括分别位于该套筒15上下两端部的第一组连接耳板与第二组连接耳板,该第一组连接耳板与该第二组连接耳板分别包括四个均匀设置在该套筒15的侧表面中心处的连接耳板10。当然,该连接套管4包括的连接耳板10的数量以及排列顺序也不限于上述所示,可根据实际需要进行调整。
The connecting
请一并参见图6,该棚架14包括沿上下两个水平面设置的多个桁架弦杆1、沿竖起面设置的多个桁架腹杆2、以及多个水平拉杆8。该桁架腹杆2连接上下两个水平面上的桁架弦杆1。该桁架腹杆2与桁架弦杆1通过连接角码13相互连接。该水平拉杆8也通过连接角码13与该连接套管4相互连接。该桁架腹杆2对应的桁架弦杆1组合成桁架梁9。该水平拉杆8连接同一水平面上的桁架弦杆1。在本实施例中,该棚架14包括多个棚架单元,每个棚架单元包括相邻的两个平行的桁架梁9、以及连接该两个桁架梁9之间的水平拉杆8。该棚架14固定在该连接套管4的连接耳板10上,并通过该连接套管4设置在该立柱6上。具体地,该连接套管4在沿平行桁架弦杆1的方向上的两个连接耳板10分别连接一个桁架弦杆1的一端以及一个桁架梁9,而在沿垂直桁架弦杆1方向上的两个连接耳板10用于连接相邻的桁架梁9。因此,该连接套管4在连接该立柱6与该棚架14的同时,可通过连接耳板10进行模数扩展,即增加棚架单元的数量,从而增加棚架14的使用面积。在本实施例中,该棚架14的材料为型钢。
Please refer to FIG. 6 together. The scaffolding 14 includes a plurality of truss chords 1 arranged along the upper and lower horizontal planes, a plurality of
该防护板(图未示)设置在该棚架14的桁架弦杆1上。 The protective plate (not shown) is arranged on the truss chord 1 of the scaffold 14 .
使用该自提升棚架时,先将连接套管4套设在该立柱6上,再将该立柱6底部的法兰盘与预埋地脚螺栓连接,从而将该立柱6固定在地面上。然后,组装好棚架14,并将棚架14固定在连接套管4上。再后,通过提升设备,如手拉葫芦,以立柱6作导轨,并且通过立柱6上的立柱拉环3以及连接套管4上的套管拉环5,对棚架14与连接套管4进行整体提升,该棚架14与连接套管4提升到预定位置时,将插销穿过一个第一插销孔11以及与其对应的第二插销孔7,从而将棚架7固定在立柱6上。最后,安装防护板。
When using the self-elevating scaffolding, the connecting
该自提升防护棚结构简单,容易安装、拆卸与运输。并且,该自提升防护棚可实现地面组装,可通过提升设备提拉该立柱拉环3与套管拉环5,以使该自提升防护棚进行整体提升。同时,该自提升防护棚容易拆卸,可多次使用,降低成了使用成本。
The self-elevating protective shed has a simple structure and is easy to install, disassemble and transport. Moreover, the self-elevating protective shelter can be assembled on the ground, and the
需要说明的是,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或等同替换,而不脱离本发明技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。 It should be noted that those skilled in the art should understand that the technical solution of the present invention can be modified or equivalently replaced without departing from the purpose and scope of the technical solution of the present invention, which should be covered by the claims of the present invention. .
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310396550.5A CN103470063B (en) | 2013-09-04 | 2013-09-04 | From promoting protection canopy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310396550.5A CN103470063B (en) | 2013-09-04 | 2013-09-04 | From promoting protection canopy |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103470063A true CN103470063A (en) | 2013-12-25 |
| CN103470063B CN103470063B (en) | 2016-08-17 |
Family
ID=49795091
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310396550.5A Active CN103470063B (en) | 2013-09-04 | 2013-09-04 | From promoting protection canopy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103470063B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106413333A (en) * | 2016-11-09 | 2017-02-15 | 南京熊猫电子股份有限公司 | Reconstructible mechanical frame of rail transit automatic ticket selling machine |
| CN108252524A (en) * | 2017-12-22 | 2018-07-06 | 上海市机械施工集团有限公司 | A kind of assembly moulding bed and a kind of hyperbola truss assembling method |
| CN110219478A (en) * | 2019-05-08 | 2019-09-10 | 中铁建工集团有限公司 | Assembled protection canopy |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6416310A (en) * | 1987-07-08 | 1989-01-19 | Aihara Seisakusho Kk | Cutter device |
| KR20060108175A (en) * | 2005-04-12 | 2006-10-17 | 성우승 | Construction Safety Net Support Frame |
| CN201486148U (en) * | 2009-09-07 | 2010-05-26 | 河南省大成建设工程有限公司 | Assembled processing shed |
| CN201581652U (en) * | 2010-01-19 | 2010-09-15 | 荆学 | Building safety protective shed |
| CN201953005U (en) * | 2011-03-04 | 2011-08-31 | 孟志强 | Detachable protective railing |
| CN202969973U (en) * | 2012-12-24 | 2013-06-05 | 中建海峡建设发展有限公司 | Overhanging type vertical protective shed |
-
2013
- 2013-09-04 CN CN201310396550.5A patent/CN103470063B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6416310A (en) * | 1987-07-08 | 1989-01-19 | Aihara Seisakusho Kk | Cutter device |
| KR20060108175A (en) * | 2005-04-12 | 2006-10-17 | 성우승 | Construction Safety Net Support Frame |
| CN201486148U (en) * | 2009-09-07 | 2010-05-26 | 河南省大成建设工程有限公司 | Assembled processing shed |
| CN201581652U (en) * | 2010-01-19 | 2010-09-15 | 荆学 | Building safety protective shed |
| CN201953005U (en) * | 2011-03-04 | 2011-08-31 | 孟志强 | Detachable protective railing |
| CN202969973U (en) * | 2012-12-24 | 2013-06-05 | 中建海峡建设发展有限公司 | Overhanging type vertical protective shed |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106413333A (en) * | 2016-11-09 | 2017-02-15 | 南京熊猫电子股份有限公司 | Reconstructible mechanical frame of rail transit automatic ticket selling machine |
| CN108252524A (en) * | 2017-12-22 | 2018-07-06 | 上海市机械施工集团有限公司 | A kind of assembly moulding bed and a kind of hyperbola truss assembling method |
| CN110219478A (en) * | 2019-05-08 | 2019-09-10 | 中铁建工集团有限公司 | Assembled protection canopy |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103470063B (en) | 2016-08-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103614967B (en) | A kind of stiff skeleton and utilize it to carry out the method for bridge king-post construction | |
| CN103643800B (en) | The erection & lift system of buckling-restrained bracing member and construction method thereof | |
| CN212002170U (en) | Adjustable support for elevator shaft operating platform | |
| CN105905781B (en) | The hanging method of big segment steel truss girder | |
| CN103132766A (en) | Truss for lifting power transmission line tower connecting leg and erection method | |
| CN104532850B (en) | Foundation pit support system | |
| CN103866986A (en) | Installing method of large-span variable-cross-section screw bolt ball node reticulated shell | |
| CN104532749A (en) | Support used for construction of upper beam of main tower of suspension bridge | |
| CN206428986U (en) | A kind of detachable turnover type support jig | |
| CN103470063B (en) | From promoting protection canopy | |
| CN103669835B (en) | A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket | |
| CN104562942A (en) | Bridge alternative lifting construction bracket system and construction method | |
| CN110344332A (en) | A support for the construction of the beam on the main tower of the bridge | |
| CN203113226U (en) | Formwork support system with towering asymmetric concrete cantilever structure | |
| CN202131600U (en) | Dual cross fixing end | |
| CN205057364U (en) | Truss assemble bed -jig | |
| CN103352570B (en) | Assembled construction gateway | |
| CN204252001U (en) | A kind of cable stayed bridge and Sarasota thereof | |
| CN204418372U (en) | The steel beam column venue be made up of arch component space tubular truss | |
| CN207526141U (en) | Small-section tower-shaped steel structure assembled operating platform | |
| CN201209237Y (en) | Multi-beam-section bracket of movable formwork | |
| CN111395850A (en) | A prefabricated tower and erection method for a cable hoisting system | |
| CN107965193B (en) | Roof construction method for large diameter silo structure | |
| CN204919363U (en) | High mound pin -connected panel strength nature skeleton of anti high wind | |
| CN103306202B (en) | Steel panel used in fabricated Bailey truss in matching manner |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |
