CN203654313U - Embedded anchor bolt positioning mold - Google Patents
Embedded anchor bolt positioning mold Download PDFInfo
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- CN203654313U CN203654313U CN201320867215.4U CN201320867215U CN203654313U CN 203654313 U CN203654313 U CN 203654313U CN 201320867215 U CN201320867215 U CN 201320867215U CN 203654313 U CN203654313 U CN 203654313U
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Abstract
本申请公开一种预埋地脚锚栓定位模具,包括定位框架、垂直度定位钢管、支撑柱和支架,定位框架是由位于同一平面内的四条边组成的矩形框架结构,每条边的中部均设置有定位基准线,且各条边上还设置有与垂直度定位钢管外径相适配的通孔,垂直度定位钢管垂直贯穿定位框架上的通孔,并与定位框架相连接,支撑柱均布在定位框架的四个角部,一端与定位框架相连,另一端与支架相连,使用本模具时,使四条定位基准线分别与混凝土模板基础的十字中线相互重合,锚栓穿过垂直度定位钢管,当进行混凝土浇筑时在垂直度定位钢管的支撑下,锚栓不会发生倾斜、移位,本模具能够实现对锚栓进行准确定位,保证锚栓的垂直度,满足施工精度的要求。
The application discloses a pre-embedded anchor bolt positioning mold, which includes a positioning frame, a vertical positioning steel pipe, a support column and a bracket. The positioning frame is a rectangular frame structure composed of four sides located in the same plane, and the middle part of each side is They are all provided with a positioning reference line, and each side is also provided with a through hole matching the outer diameter of the verticality positioning steel pipe. The verticality positioning steel pipe vertically runs through the through hole on the positioning frame, and is connected with the positioning frame to support The columns are evenly distributed on the four corners of the positioning frame, one end is connected with the positioning frame, and the other end is connected with the support. When using this mold, the four positioning reference lines are respectively coincident with the cross center line of the concrete formwork foundation, and the anchor bolts pass through the vertical When the concrete is poured, under the support of the verticality positioning steel pipe, the anchor bolt will not tilt or shift. This mold can realize the accurate positioning of the anchor bolt, ensure the verticality of the anchor bolt, and meet the requirements of construction accuracy. Require.
Description
技术领域 technical field
本申请涉及钢结构建筑技术领域,尤其涉及一种预埋地脚锚栓定位模具。 This application relates to the technical field of steel structures, in particular to a pre-embedded foundation anchor bolt positioning mold.
背景技术 Background technique
目前,随着国家建筑行业节能环保理念的提出,钢结构建筑因其绿色环保且完全可回收的特点、简单快捷的安装方式和轻便经济的用钢量而被广泛用于民用建筑或工业厂房等建筑领域中。 At present, with the introduction of the concept of energy conservation and environmental protection in the national construction industry, steel structure buildings are widely used in civil buildings or industrial plants because of their green and completely recyclable characteristics, simple and quick installation methods, and light and economical steel consumption. in the field of construction.
随着钢结构建筑高度越来越高,跨度越来越大,钢柱的地脚锚栓也越来越大,现有技术中常采用钢板制作锚栓定位模具对地脚锚栓进行定位,由于钢板厚度较薄,在对地脚锚栓的进行定位的过程中,往往无法满足垂直度要求,安装后的地脚锚栓在混凝土施工中容易偏斜;此外,还有使用单个地脚锚栓与混凝土基础钢筋焊接的定位方法,因地脚锚栓的定位只能靠人工测量,定位精度难以保证,加之混凝土浇筑和振捣过程中对地脚锚栓的冲击,造成地脚锚栓产生位置偏移和倾斜,地脚锚栓的定位发生更大的偏差,无法满足施工精度的要求。 As the height of steel structure buildings is getting higher and higher, the span is getting bigger and bigger, and the anchor bolts of steel columns are getting bigger and bigger. In the prior art, steel plates are often used to make anchor bolt positioning molds to locate the anchor bolts. Because The thickness of the steel plate is relatively thin. In the process of positioning the anchor bolts, the verticality requirements are often not met. After installation, the anchor bolts are prone to deflection during concrete construction; The positioning method of welding with concrete foundation steel bars, because the positioning of the anchor bolts can only be measured manually, the positioning accuracy is difficult to guarantee, and in addition to the impact on the anchor bolts during the concrete pouring and vibration process, resulting in the position of the anchor bolts Offset and inclination, the positioning of the anchor bolts has greater deviation, which cannot meet the requirements of construction accuracy.
发明内容 Contents of the invention
为解决上述技术问题,本申请实施例提供一种预埋地脚锚栓定位模具,能够实现对地脚锚栓进行准确定位,保证地脚锚栓的垂直度,满足施工精度的要求,技术方案如下: In order to solve the above technical problems, the embodiment of the present application provides a pre-embedded anchor bolt positioning mold, which can realize accurate positioning of the anchor bolts, ensure the verticality of the anchor bolts, and meet the requirements of construction accuracy. Technical solution as follows:
本实用新型提供一种预埋地脚锚栓定位模具,包括:定位框架、垂直度定位钢管、支撑柱和支架,其中, The utility model provides a pre-embedded foundation anchor bolt positioning mold, which includes: a positioning frame, a vertical positioning steel pipe, a supporting column and a bracket, wherein,
所述定位框架是由位于同一平面内的四条边组成的矩形框架结构,每条边的中部均设置有定位基准线,且各条边上还设置有与所述垂直度定位钢管外径相适配的通孔; The positioning frame is a rectangular frame structure composed of four sides located in the same plane, and the middle of each side is provided with a positioning reference line, and each side is also provided with a line suitable for the outer diameter of the verticality positioning steel pipe. Matched through holes;
所述垂直度定位钢管垂直贯穿所述定位框架上的通孔,并与所述定位框架相连接; The verticality positioning steel pipe vertically passes through the through hole on the positioning frame and is connected with the positioning frame;
所述支撑柱均布在所述定位框架的四个角部,一端与所述定位框架相连,另一端与所述支架相连。 The support columns are evenly distributed on the four corners of the positioning frame, one end is connected with the positioning frame, and the other end is connected with the support.
优选地,所述定位框架、所述支撑柱和所述支架均采用槽钢制成,其中, Preferably, the positioning frame, the support column and the bracket are all made of channel steel, wherein,
所述定位框架由四条槽钢首尾相互连接组成矩形框架结构; The positioning frame is composed of four channel steels connected end to end to form a rectangular frame structure;
所述支撑柱由两根同型号、等高的槽钢相对拼接组成。 The supporting column is composed of two channel steels of the same model and equal heights spliced oppositely.
优选地,所述垂直度定位钢管的内径略大于预埋地脚锚栓的外径。 Preferably, the inner diameter of the verticality positioning steel pipe is slightly larger than the outer diameter of the pre-embedded anchor bolt.
优选地,本申请实施例还包括固定螺母,所述固定螺母与预埋地脚锚栓的上端通过螺纹连接。 Preferably, the embodiment of the present application further includes a fixing nut, and the fixing nut is threadedly connected to the upper end of the pre-embedded anchor bolt.
由本申请实施例提供的技术方案可见,本申请实施例提供的预埋地脚锚栓定位模具,包括定位框架、垂直度定位钢管、支撑柱和支架,定位框架是由位于同一平面内的四条边组成的矩形框架结构,每条边的中部均设置有定位基准线,且各条边上还设置有与垂直度定位钢管外径相适配的通孔,垂直度定位钢管垂直贯穿定位框架上的通孔,并与定位框架相连接,支撑柱均布在定位框架的四个角部,处于定位框架和支架之间,一端与定位框架相连,另一端与支架相连,使用本申请提供的模具时,模具与地脚定位锚栓同时置于已安装完成的混凝土模板的基础上,定位框架四条边所在的平面与混凝土模板的基础面相平行,利用定位框架四条边上设置的定位基准线对模具整体进行定位,当四条定位基准线分别与混凝土模板基础的十字中线相互重合时,说明模具已经准确定位,预埋地脚锚栓穿过垂直度定位钢管,由于模具已经准确定位且定位框架平行于混凝土模板的基础面,而垂直度定位钢管同时垂直于定位框架,所以此时预埋地脚锚栓已垂直于混凝土模板的基础,同时由于垂直度定位钢管具有一定长度,当进行混凝土浇筑时,预埋地脚锚栓在垂直度定位钢管的支撑下,不会因混凝土或振捣棒的冲击而发生倾斜、移位,使用本申请提供的预埋地脚锚栓定位模具,能够实现对地脚锚栓进行准确定位,保证地脚锚栓的垂直度,满足施工精度的要求。 It can be seen from the technical solution provided by the embodiment of the present application that the pre-embedded anchor bolt positioning mold provided by the embodiment of the present application includes a positioning frame, a vertical positioning steel pipe, a support column and a bracket, and the positioning frame is composed of four sides located in the same plane. The rectangular frame structure is composed of a positioning reference line in the middle of each side, and a through hole matching the outer diameter of the verticality positioning steel pipe is provided on each side, and the verticality positioning steel pipe vertically runs through the positioning frame. Through holes, and connected with the positioning frame, the supporting columns are evenly distributed on the four corners of the positioning frame, between the positioning frame and the bracket, one end is connected with the positioning frame, and the other end is connected with the bracket, when using the mold provided by this application , the mold and the positioning anchor bolts of the foundation are placed on the basis of the installed concrete formwork at the same time, the plane where the four sides of the positioning frame are located is parallel to the foundation surface of the concrete formwork, and the positioning reference line set on the four sides of the positioning frame is used to align the mold as a whole Carry out positioning. When the four positioning reference lines coincide with the cross center line of the concrete formwork foundation, it means that the mold has been accurately positioned. The pre-embedded anchor bolts pass through the vertical positioning steel pipe. Since the mold has been accurately positioned and the positioning frame is parallel to the concrete The foundation surface of the formwork, and the verticality positioning steel pipe is perpendicular to the positioning frame at the same time, so the pre-embedded anchor bolts are perpendicular to the foundation of the concrete formwork at this time, and because the verticality positioning steel pipe has a certain length, when the concrete is poured, the pre-embedded anchor bolts are perpendicular to the foundation of the concrete formwork. Under the support of the vertical positioning steel pipe, the buried anchor bolt will not be tilted or displaced due to the impact of concrete or vibrating rods. Using the pre-embedded anchor bolt positioning mold provided by this application, the alignment of the anchor bolt can be realized. The anchor bolts are accurately positioned to ensure the verticality of the anchor bolts and meet the requirements of construction accuracy.
附图说明 Description of drawings
为了更清楚地说明本申请实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本申请中记载的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。 In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments described in this application. Those skilled in the art can also obtain other drawings based on these drawings without creative work.
图1为本申请实施例一种预埋地脚锚栓定位模具的结构示意图。 FIG. 1 is a schematic structural view of a pre-embedded foundation anchor bolt positioning mold according to an embodiment of the present application.
具体实施方式 Detailed ways
为了使本技术领域的人员更好地理解本申请中的技术方案,下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都应当属于本申请保护的范围。 In order to enable those skilled in the art to better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described The embodiments are only some of the embodiments of the present application, but not all of them. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without creative efforts shall fall within the scope of protection of this application.
参见图1,本申请实施例提供的预埋地脚锚栓定位模具的结构示意图,本申请实施例提供的预埋地脚锚栓定位模具,包括定位框架1、垂直度定位钢管2、支撑柱3和支架4,其中, Referring to Fig. 1, the structural diagram of the pre-embedded anchor bolt positioning mold provided by the embodiment of the present application, the pre-embedded anchor bolt positioning mold provided by the embodiment of the present application includes a positioning frame 1, a verticality positioning steel pipe 2, and a support column 3 and bracket 4, wherein,
定位框架1是由位于同一平面内的四根槽钢作为四条边,首尾相互连接组成的矩形框架结构,每条边的中部均设置有定位基准线5,且各条边上还设置有与垂直度定位钢管2外径相适配的通孔,垂直度定位钢管2垂直贯穿定位框架1上的通孔,并与定位框架1相连接,垂直度定位钢管2以及定位框架1上通孔设置的数目和预埋地脚锚栓7的具体数目相一致,且垂直度定位钢管2的内径应略大于预埋地脚锚栓7的外径,一般以1-2mm的裕量为宜,而且垂直度定位钢管2的长度应保证预埋地脚锚栓7在受到冲击力时,不会发生大的倾斜和移位,支撑柱3和支架4均由槽钢制成,支撑柱3由两根同型号、等高的槽钢相对拼接而成,为保证模具结构的稳定性,支撑柱3设置四个,均布在定位框架1的四个角部,处于定位框架1和支架4之间,一端与定位框架1相连,另一端与支架4相连,本申请提供的预埋地脚锚栓定位模具还包括固定螺母6,固定螺母6与预埋地脚锚栓7的上端通过螺纹相连,起到对预埋地脚锚栓7的定位作用。 The positioning frame 1 is a rectangular frame structure composed of four channel steels in the same plane as four sides, which are connected from head to tail. The middle part of each side is provided with a positioning datum line 5, and each side is also provided with a vertical The through hole matching the outer diameter of the positioning steel pipe 2, the vertical positioning steel pipe 2 vertically runs through the through hole on the positioning frame 1, and is connected with the positioning frame 1, the vertical positioning steel pipe 2 and the through hole on the positioning frame 1 are set The number is consistent with the specific number of pre-embedded anchor bolts 7, and the inner diameter of the vertical positioning steel pipe 2 should be slightly larger than the outer diameter of the pre-embedded anchor bolts 7, generally with a margin of 1-2mm, and the vertical The length of the high-degree positioning steel pipe 2 should ensure that the pre-embedded anchor bolt 7 will not be greatly tilted and displaced when it is subjected to an impact force. The support column 3 and the support The channel steels of the same model and equal height are relatively spliced. In order to ensure the stability of the mold structure, four support columns 3 are arranged, which are evenly distributed on the four corners of the positioning frame 1, between the positioning frame 1 and the bracket 4, One end is connected with the positioning frame 1, and the other end is connected with the bracket 4. The pre-embedded anchor bolt positioning mold provided by the application also includes a fixing nut 6, and the fixing nut 6 is connected with the upper end of the pre-embedded anchor bolt 7 through threads, so that To the positioning of the pre-embedded anchor bolt 7.
使用本申请提供的模具时,预埋地脚锚栓7穿过垂直度定位钢管2,固定螺母6拧到预埋地脚锚栓7上,固定住预埋地脚锚栓7,模具与地脚定位锚栓7同时置于已安装完成的混凝土模板的基础上,支架4搭放在基础模板上,定位框架1的四条边所在的平面与混凝土模板的基础面相平行,利用定位框架1四条边上设置的定位基准线5对模具整体进行定位,当四条定位基准线5分别与混凝土模板基础的十字中线相互重合时,说明模具已经准确定位,由于模具已经准确定位且定位框架1平行于混凝土模板的基础面,而垂直度定位钢管2同时垂直于定位框架1,所以此时预埋地脚锚栓7已垂直于混凝土模板的基础,同时由于垂直度定位钢管2具有一定长度,当进行混凝土浇筑时,预埋地脚锚栓7在垂直度定位钢管2的支撑下,不会因混凝土或振捣棒的冲击而发生倾斜、移位,使用本申请提供的预埋地脚锚栓定位模具,能够实现对预埋地脚锚栓进行准确定位,保证预埋地脚锚栓的垂直度,满足施工精度的要求。 When using the mold provided by the application, the pre-embedded anchor bolt 7 passes through the verticality positioning steel pipe 2, the fixing nut 6 is screwed onto the pre-embedded anchor bolt 7, and the pre-embedded anchor bolt 7 is fixed, and the mold and the ground The foot positioning anchor bolt 7 is placed on the foundation of the installed concrete formwork at the same time, the bracket 4 is placed on the foundation formwork, the plane where the four sides of the positioning frame 1 are located is parallel to the base surface of the concrete formwork, and the four sides of the positioning frame 1 are used to The positioning reference lines 5 set above position the mold as a whole. When the four positioning reference lines 5 coincide with the cross center line of the concrete formwork foundation, it means that the mold has been accurately positioned. Since the mold has been accurately positioned and the positioning frame 1 is parallel to the concrete formwork The verticality positioning steel pipe 2 is perpendicular to the positioning frame 1 at the same time, so at this time the pre-embedded anchor bolt 7 is perpendicular to the foundation of the concrete formwork, and because the verticality positioning steel pipe 2 has a certain length, when concrete pouring When the pre-embedded anchor bolt 7 is supported by the verticality positioning steel pipe 2, it will not be tilted or displaced due to the impact of concrete or vibrating rods. Using the pre-embedded anchor bolt positioning mold provided by this application, Accurate positioning of the pre-embedded anchor bolts can be realized, the verticality of the pre-embedded anchor bolts can be ensured, and the requirements of construction accuracy can be met.
需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个部件与另一个部件区分开来,而不一定要求或者暗示这些部件间存在任何这种实际的顺序关系。 It should be noted that, in this article, relative terms such as first and second etc. are only used to distinguish one component from another, and do not necessarily require or imply any such actual relationship between these components. sequence relationship.
以上所述仅是本申请的具体实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本申请原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本申请的保护范围。 The above description is only the specific implementation of the present application. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present application, some improvements and modifications can also be made. It should be regarded as the protection scope of this application.
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| CN201320867215.4U CN203654313U (en) | 2013-12-26 | 2013-12-26 | Embedded anchor bolt positioning mold |
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| CN104453256A (en) * | 2014-11-28 | 2015-03-25 | 国家电网公司 | Positioning device for embedding bolts |
| CN105113799A (en) * | 2015-08-07 | 2015-12-02 | 中建三局第二建设工程有限责任公司 | Prearranged adjustable clamping fixture of large embedded part and construction method thereof |
| CN105926958A (en) * | 2016-07-01 | 2016-09-07 | 北京市机械施工有限公司 | Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building |
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| CN106639338A (en) * | 2016-11-25 | 2017-05-10 | 东风设计研究院有限公司 | Positioning device for anchor bolts and construction method of positioning device |
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| CN110029826A (en) * | 2019-04-16 | 2019-07-19 | 中铁上海工程局集团有限公司 | A kind of Combined U-shaped anchor bolt fine adjusting positioning device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104453256A (en) * | 2014-11-28 | 2015-03-25 | 国家电网公司 | Positioning device for embedding bolts |
| CN105113799A (en) * | 2015-08-07 | 2015-12-02 | 中建三局第二建设工程有限责任公司 | Prearranged adjustable clamping fixture of large embedded part and construction method thereof |
| CN105926958A (en) * | 2016-07-01 | 2016-09-07 | 北京市机械施工有限公司 | Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building |
| CN105926958B (en) * | 2016-07-01 | 2018-04-20 | 北京市机械施工有限公司 | A kind of installation method for the sill anchor combined support frame for being used for high-rise building steel construction shear wall and outline border suspension column |
| CN106088136A (en) * | 2016-07-29 | 2016-11-09 | 瑞风能源(武汉)工程技术有限公司 | The standoff generation power foundation of wind power of a kind of band and construction technology thereof |
| CN106639338A (en) * | 2016-11-25 | 2017-05-10 | 东风设计研究院有限公司 | Positioning device for anchor bolts and construction method of positioning device |
| CN108063418A (en) * | 2017-11-28 | 2018-05-22 | 中国二十冶集团有限公司 | Plow-in cable stent and its installation mold |
| CN110029826A (en) * | 2019-04-16 | 2019-07-19 | 中铁上海工程局集团有限公司 | A kind of Combined U-shaped anchor bolt fine adjusting positioning device |
| CN114809672A (en) * | 2022-05-06 | 2022-07-29 | 山西三建集团有限公司 | Accurate positioning method for steel beam connection embedded bottom plate of frame structure factory building |
| CN116464095A (en) * | 2023-04-26 | 2023-07-21 | 安顺中安安装工程有限公司 | A positioning protection mold for tower cranes, elevators and other anchor bolts |
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