CN204940861U - Adjustable case beam side steel bracket - Google Patents
Adjustable case beam side steel bracket Download PDFInfo
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- CN204940861U CN204940861U CN201520661333.9U CN201520661333U CN204940861U CN 204940861 U CN204940861 U CN 204940861U CN 201520661333 U CN201520661333 U CN 201520661333U CN 204940861 U CN204940861 U CN 204940861U
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Abstract
本专利涉及一种可调式箱梁侧模钢支架,包括下支架和上支架,下支架包括水平的支撑底梁,支撑底梁上垂直设有多根支撑下立柱,上支架包括倾斜的支撑上梁,支撑上梁上设有多根竖直的支撑上立柱,支撑上立柱的数量与支撑下立柱相同,支撑上立柱和支撑下立柱之间通过立柱连接槽钢连接,与支撑上梁靠下一端连接的支撑上立柱和与该支撑上立柱连接的支撑下立柱上还设有方木固定架。优点是:本专利不但能节省大量的方木而且可以提高箱梁侧模的支撑结构的搭建时间。
This patent relates to an adjustable box girder side formwork steel bracket, which includes a lower bracket and an upper bracket. Beam, the supporting upper beam is equipped with multiple vertical supporting columns, the number of supporting upper columns is the same as that of supporting lower columns, and the supporting upper columns and supporting lower columns are connected by column connecting channel steel, and the supporting upper beam is lower The support upper column connected at one end and the support lower column connected with the support upper column are also provided with a square wood fixing frame. The advantage is that this patent can not only save a large amount of square timber but also improve the construction time of the supporting structure of the side form of the box girder.
Description
技术领域technical field
本发明创造属于箱梁的施工技术领域,特别是涉及一种可调式箱梁侧模钢支架。The invention belongs to the technical field of box girder construction, and in particular relates to an adjustable box girder side formwork steel bracket.
背景技术Background technique
目前,在工程施工中箱梁侧模支撑中,主要是将钢管支架和方木结合使用,搭设侧模支撑体系。采用钢管、方木搭设的支撑体系,钢管是通过扣件连在一起的,安装、拆除都不方便,消耗工时较多。由于受到翼板混凝土的平整度的要求,翼板支撑的方木规格要求比较严格,方木使用过一次之后就很难再次使用了,因此钢管及方木需要一次性投入,周转次数较少,导致施工成本升高。At present, in the side formwork support of box girders in engineering construction, the steel pipe support and square timber are mainly used in combination to set up the side formwork support system. The support system of steel pipes and square timbers is adopted. The steel pipes are connected together by fasteners, which is inconvenient to install and dismantle, and consumes more man-hours. Due to the flatness requirements of the concrete of the wing plate, the specifications of the square wood supported by the wing plate are relatively strict. After the square wood is used once, it is difficult to use it again. Therefore, the steel pipe and the square wood need to be invested at one time, and the turnover times are less. lead to higher construction costs.
此外,钢管支架上需要顶托才能搭设方木支撑,顶托高度过大,不稳定,方木的的强度也不高,因此整体稳定性较差。In addition, the square wood support needs to be supported on the steel pipe support. The height of the support is too large and unstable, and the strength of the square wood is not high, so the overall stability is poor.
而且,采用现有的支撑方法,无论是租赁的钢管还是购置的新钢管及方木使用量都较大,比较浪费材料。And, adopt existing supporting method, no matter be the steel pipe of renting or the new steel pipe of purchase and square wood consumption all are bigger, waste material more.
发明内容Contents of the invention
本发明创造为解决公知技术中存在的技术问题而提供一种可调式箱梁侧模钢支架,它不但能节省大量的方木而且可以提高箱梁侧模的支撑结构的搭建时间。The present invention provides an adjustable box girder side form steel bracket to solve the technical problems in the known technology, which can not only save a large amount of square timber but also increase the construction time of the supporting structure of the box girder side form.
一种可调式箱梁侧模钢支架,包括下支架和上支架,下支架包括水平的支撑底梁,支撑底梁上垂直设有多根支撑下立柱,上支架包括倾斜的支撑上梁,支撑上梁上设有多根竖直的支撑上立柱,支撑上立柱的数量与支撑下立柱相同,支撑上立柱和支撑下立柱之间通过立柱连接槽钢连接,与支撑上梁靠下一端连接的支撑上立柱和与该支撑上立柱连接的支撑下立柱上还设有方木固定架。An adjustable box girder side formwork steel bracket includes a lower bracket and an upper bracket, the lower bracket includes a horizontal supporting bottom beam, and a plurality of supporting lower columns are vertically arranged on the supporting bottom beam, and the upper bracket includes an inclined supporting upper beam, supporting There are multiple vertical supporting columns on the upper beam. The number of supporting upper columns is the same as that of the supporting lower columns. The support upper column and the support lower column connected with the support upper column are also provided with a square wood fixing frame.
本发明创造还可以采用以下技术方案:The present invention can also adopt the following technical solutions:
优选的技术方案,附加技术特征为:支撑上梁靠下的一端还铰接有支撑上斜筋,支撑底梁上铰接有支撑下斜筋,支撑上斜筋和支撑下斜筋通过斜筋连接槽钢连接。The preferred technical solution, the additional technical features are: the lower end of the supporting upper beam is also hinged with a supporting inclined rib, the supporting bottom beam is hinged with a supporting lower inclined rib, and the supporting upper inclined rib and the supporting lower inclined rib pass through the connecting groove of the inclined rib steel connection.
优选的技术方案,附加技术特征为:与支撑上梁靠上一端连接的支撑上立柱或与该支撑上立柱连接的支撑下立柱上设有纵向钢管固定架。The preferred technical solution has additional technical features as follows: the supporting upper column connected to the upper end of the supporting upper beam or the supporting lower column connected to the supporting upper column is provided with a longitudinal steel pipe fixing frame.
本发明创造具有的优点和积极效果是:The advantages and positive effects that the present invention has are:
由于本发明创造采用上述技术方案,钢支架可以分片制作、单独安装,根据施工需要,可调节适用不同高度的箱梁,吊装、运输及安装极其方便,Because the invention adopts the above-mentioned technical scheme, the steel bracket can be fabricated in pieces and installed separately. According to the construction needs, it can be adjusted to suit box girders of different heights. It is extremely convenient for hoisting, transportation and installation.
一次投入槽钢焊接的支架,可以无数次重复利用,不需再增加额外投入,每方混凝土的摊销量较少,避免了使用大量对于尺寸要求较为严格的方木的一次性投入成本。The support welded with channel steel once can be reused countless times without additional investment, and the amortized amount of concrete per square is less, avoiding the one-time input cost of using a large amount of square wood with strict size requirements.
而且采用槽钢焊接而成,再利用钢管纵向连接成整体,结构稳定、安全可靠,保证了支撑体系的结构安全,降低了安全隐患。Moreover, it is welded by channel steel, and then vertically connected by steel pipes to form a whole. The structure is stable, safe and reliable, which ensures the structural safety of the support system and reduces potential safety hazards.
由于可以进行现场进行拼装。以一联90m长、箱梁高度2m为例,旧工艺需要8人三天才能完成,而采用新工艺4人只需两天即可完成。不但减少了工期,而且大大降低了施工费用。Because it can be assembled on site. Taking a 90m-long and 2m-high box girder as an example, the old process required 8 people to complete it in three days, while the new process only required 4 people to complete it in two days. Not only reduces the construction period, but also greatly reduces the construction cost.
附图说明Description of drawings
图1是本发明创造的结构示意图;Fig. 1 is the structural representation that the present invention creates;
图2是将多片可调式箱梁侧模钢支架组合使用的结构示意图;Fig. 2 is a schematic structural view of combining multiple adjustable box girder side formwork steel supports;
图中:1、支撑上梁;2、支撑上立柱;3、支撑底梁;4、支撑下立柱;5、立柱连接槽钢;6、斜筋连接槽钢;7、方木固定架;8、纵向钢管固定架;9、支撑上斜筋;10、支撑下斜筋;11、下支架斜筋;12、施工临时护栏固定架;13、支架固定连接纵向钢管;14、施工临时护栏;15、对拉钢筋孔;16、施工临时护栏钢管立柱;17、施工临时护栏纵向连接钢管。In the figure: 1. Supporting the upper beam; 2. Supporting the upper column; 3. Supporting the bottom beam; 4. Supporting the lower column; 1. Longitudinal steel pipe fixing frame; 9. Supporting the upper inclined bar; 10. Supporting the lower inclined bar; 11. The lower support inclined bar; 12. Construction temporary guardrail fixing frame; 13. The bracket is fixedly connected to the longitudinal steel pipe; 1. Holes for tensioning reinforcement; 16. Steel pipe columns for temporary construction guardrails; 17. Longitudinal steel pipes for construction temporary guardrails.
具体实施方式detailed description
为能进一步了解本发明创造的发明创造内容、特点及功效,兹例举以下实施例,详细说明如下:In order to further understand the invention content, characteristics and effects of the present invention, the following examples are given hereby, and the details are as follows:
如图1所示,一种可调式箱梁侧模钢支架,包括下支架和上支架,下支架包括水平的支撑底梁3,支撑底梁上垂直设有多根支撑下立柱4,上支架包括倾斜的支撑上梁1,支撑上梁上设有多根竖直的支撑上立柱2,支撑上立柱与支撑下立柱均为3根,支撑上立柱和支撑下立柱之间通过立柱连接槽钢5连接,支柱连接槽钢上设有多组通孔,支撑上立柱上和支撑下立柱上也分别设有一组通孔,每组通孔中的两个孔的孔间距是相同的。As shown in Figure 1, a kind of adjustable box girder side formwork steel bracket comprises lower bracket and upper bracket, and lower bracket comprises horizontal support bottom beam 3, is vertically provided with a plurality of support lower columns 4 on the support bottom beam, and upper bracket Including the inclined supporting beam 1, the supporting upper beam is provided with a plurality of vertical supporting columns 2, the supporting upper column and the supporting lower column are both 3, and the supporting upper column and the supporting lower column are connected with channel steel through the column 5 connection, the pillar connection channel steel is provided with multiple groups of through holes, and a group of through holes are also respectively provided on the supporting upper column and the supporting lower column, and the hole spacing of the two holes in each group of through holes is the same.
与支撑上梁靠下一端连接的支撑上立柱和与该支撑上立柱连接的支撑下立柱上还设有方木固定架7,方木固定架可以选用角钢制成。Also be provided with the square wood fixing frame 7 on the support upper column that is connected with the support upper beam by the lower end and the support lower column that is connected with this support upper column, the square wood fixing frame can select angle steel to make for use.
支撑上梁靠下的一端还铰接有支撑上斜筋9,支撑底梁上铰接有支撑下斜筋10,支撑上斜筋和支撑下斜筋通过斜筋连接槽钢6连接。The lower end of the support upper beam is also hinged with a support upper inclined bar 9, and the support bottom beam is hinged with a support lower inclined bar 10, and the support upper inclined bar and the supported lower inclined bar are connected by the inclined bar connecting channel steel 6.
与支撑上梁靠上一端连接的支撑上立柱或与该支撑上立柱连接的支撑下立柱上设有纵向钢管固定架8。通过将多片可调式箱梁侧模支撑用纵向钢管固定,即可构成箱梁侧模的支撑体系,以代替原有的钢管支架和方木构成的支撑体系。A vertical steel pipe fixing frame 8 is provided on the support upper column connected to the upper end of the support upper beam or the support lower column connected with the support upper column. By fixing multiple pieces of adjustable box girder side form support with longitudinal steel pipes, the support system of the box girder side form can be formed to replace the original support system composed of steel pipe brackets and square timber.
为了提高下支架的刚度,还可以在支撑底梁和支撑下立柱之间焊接下支架斜筋11。In order to improve the rigidity of the lower support, it is also possible to weld the lower support inclined ribs 11 between the support bottom beam and the support lower column.
此外,还可以在支撑上梁的外侧,即支撑上梁的外端设置施工临时护栏安装架12,可以用于安装施工临时护栏,施工临时护栏包括施工临时护栏钢管立柱16和水平设置的施工临时护栏纵向连接钢管17,以保证施工人员的安全。In addition, the outer side of the supporting upper beam, that is, the outer end of the supporting upper beam, can be provided with a construction temporary guardrail installation frame 12, which can be used for installing a temporary construction guardrail. The construction temporary guardrail includes a construction temporary guardrail steel pipe column 16 and a construction temporary Guardrail longitudinally connects steel pipe 17, to guarantee the safety of construction personnel.
在支撑底梁的内端,还设有对拉钢筋孔15。At the inner end of the supporting bottom beam, there is also a hole 15 for tension reinforcement.
本发明创造的动作原理为:The action principle created by the present invention is:
可以根据需要,选择支撑上立柱和支撑下立柱在立柱连接槽钢上的具体安装位置。然后利用立柱连接槽钢将支撑上立柱和支撑下立柱连接。为了加强刚度,还可以将支撑上斜筋和支撑下斜筋通过斜筋连接槽钢连接。这样就形成了基本的可调式箱梁侧模钢支架单元。然后利用钢管卡扣将纵向钢管13和钢管固定架8连接,将多个基本的可调式箱梁侧模钢支架单元连接起来,然后将方木搭在方木固定架上,并且在施工临时护栏安装架上装上施工临时护栏14。即可完成箱梁侧模支撑体系的构建工作。The specific installation positions of the supporting upper column and the supporting lower column on the column connecting channel steel can be selected as required. Utilize column to connect channel steel to support upper column and support lower column to connect then. In order to strengthen the rigidity, it is also possible to connect the supporting upper inclined bars and the supporting lower inclined bars through the connecting channel steel of the inclined bars. In this way, the basic adjustable box girder side form steel bracket unit is formed. Then use the steel pipe buckle to connect the longitudinal steel pipe 13 and the steel pipe fixing frame 8, connect a plurality of basic adjustable box girder side formwork steel support units, then put the square wood on the square wood fixing frame, and construct the temporary guardrail Load onto construction temporary guardrail 14 on the installation frame. The construction of the box girder side form support system can be completed.
尽管上面对本发明创造的优选实施例进行了描述,但是本发明创造并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,并不是限制性的,本领域的普通技术人员在本发明创造的启示下,在不脱离本发明创造宗旨和权利要求所保护的范围情况下,还可以做出很多形式,这些均属于本发明创造的保护范围之内。Although the preferred embodiments of the present invention have been described above, the present invention is not limited to the above-mentioned specific embodiments, and the above-mentioned specific embodiments are only illustrative and not restrictive. Those of ordinary skill in the art Under the enlightenment of the present invention, many forms can be made without departing from the purpose of the present invention and the protection scope of the claims, and these all belong to the protection scope of the present invention.
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| CN201520661333.9U CN204940861U (en) | 2015-08-28 | 2015-08-28 | Adjustable case beam side steel bracket |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN106906752A (en) * | 2017-05-02 | 2017-06-30 | 北京城建远东建设投资集团有限公司 | Cast-in-situ box girder side web and wing plate are integrally supported frame |
| CN113006548A (en) * | 2021-02-26 | 2021-06-22 | 上海电气风电集团股份有限公司 | Factory building |
| CN117802913A (en) * | 2024-02-29 | 2024-04-02 | 北京城建集团有限责任公司 | A cast-in-place box beam support frame, preparation method and installation method |
-
2015
- 2015-08-28 CN CN201520661333.9U patent/CN204940861U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN106906752A (en) * | 2017-05-02 | 2017-06-30 | 北京城建远东建设投资集团有限公司 | Cast-in-situ box girder side web and wing plate are integrally supported frame |
| CN113006548A (en) * | 2021-02-26 | 2021-06-22 | 上海电气风电集团股份有限公司 | Factory building |
| CN117802913A (en) * | 2024-02-29 | 2024-04-02 | 北京城建集团有限责任公司 | A cast-in-place box beam support frame, preparation method and installation method |
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