CN102392540B - High-precision method and structure for positioning high-precision precast beam - Google Patents
High-precision method and structure for positioning high-precision precast beam Download PDFInfo
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Abstract
本发明属于建筑工程领域,具体涉及一种高精度预制梁定位方法及定位结构。该方法包括步骤:于预制梁端部的底面上安装至少一定位销;于至少一梁柱相对另一梁柱的侧面上安装一定位架,所述定位架具有一水平延伸设置的定位板,所述定位板上开设有一定位孔;吊装预制梁至所述梁柱上方,并调整其水平位置以使所述定位销对应所述定位孔;落下所述预制梁以使其搁置于所述梁柱上端,并使定位销插装于所述定位孔中。本发明的优点是:安装时的定位精度高,结构稳定;施工简单方便,大大节省了工期和人力物力;定位工具结构简单、可重复使用,成本低廉。
The invention belongs to the field of construction engineering, and in particular relates to a high-precision prefabricated beam positioning method and a positioning structure. The method includes the steps of: installing at least one positioning pin on the bottom surface of the end of the prefabricated beam; installing a positioning frame on the side of at least one beam column opposite to the other beam column, the positioning frame has a horizontally extending positioning plate, A positioning hole is opened on the positioning plate; the prefabricated beam is hoisted above the beam column, and its horizontal position is adjusted so that the positioning pin corresponds to the positioning hole; the prefabricated beam is dropped to rest on the beam The upper end of the column, and insert the positioning pin into the positioning hole. The invention has the advantages of high positioning accuracy during installation and stable structure; simple and convenient construction, which greatly saves construction period and manpower and material resources; the positioning tool is simple in structure, reusable and low in cost.
Description
技术领域 technical field
本发明属于建筑工程领域,具体涉及一种高精度预制梁定位方法及定位结构。 The invention belongs to the field of construction engineering, and in particular relates to a high-precision prefabricated beam positioning method and a positioning structure.
背景技术 Background technique
在目前的建筑结构中已经越来越多的采用预制梁结构,此种装配式的预制梁多是在制梁厂预先浇注好作为梁体的结构件,再将其移送至施工现场进行组装,故此能大幅节省施工时间。预制梁从制梁厂运输到施工现场后,就需要将其以允许的架设精度吊装到位,而实际吊放时往往由于器械的精度有限,以及周边环境因素影响,预制梁基本不可能够以预定的架设精度落位,这就需要对预制梁落位后的位置进行细微调整。而通常的做法是以大致吻合的位置将预制梁落位,之后再通过千斤顶等工具进行细微的调整。上述施工方法具有如下弊端:一则增加了施工步骤,浪费了大量的人力物力,并且延长了施工周期;二则在预制梁落位后的调整过程中,如果操作不当易造成安全事故;三则预制梁落位后与梁柱接触面较小,而预制梁自重很大,且预制梁以及梁柱均采用钢筋混凝土结构,在调整过程中极易损伤预制梁和梁柱的局部表面。 More and more prefabricated beam structures are used in the current building structure. Most of this prefabricated beams are pre-cast in the beam factory as structural parts of the beam body, and then transferred to the construction site for assembly. Therefore, the construction time can be greatly saved. After the prefabricated beam is transported from the beam factory to the construction site, it needs to be hoisted in place with the allowable erection accuracy. However, due to the limited accuracy of the equipment and the influence of surrounding environmental factors, it is basically impossible for the prefabricated beam to be hoisted in place at the scheduled time. Erection precision placement, which requires fine adjustments to the position of the prefabricated beams after placement. The usual practice is to place the prefabricated beams in roughly coincident positions, and then make minor adjustments with tools such as jacks. The above-mentioned construction method has the following disadvantages: first, it increases the construction steps, wastes a lot of manpower and material resources, and prolongs the construction period; After the prefabricated beam is in place, the contact surface with the beam column is small, but the precast beam has a large self-weight, and the prefabricated beam and beam column are all made of reinforced concrete structure, so it is easy to damage the local surface of the precast beam and beam column during the adjustment process.
发明内容 Contents of the invention
本发明的目的是根据上述现有技术的不足之处,提出一种高精度预制梁定位结构及定位方法,该定位方法通过将定位架固定在梁柱上、定位销固定在预制梁上,通过定位架和定位销间的配合以实现快速高精度定位,从而构成一种高精度预制梁定位结构。 The purpose of the present invention is to propose a high-precision prefabricated beam positioning structure and positioning method according to the shortcomings of the above-mentioned prior art. The positioning method fixes the positioning frame on the beam column and the positioning pin on the precast beam. The cooperation between the positioning frame and the positioning pin can realize fast and high-precision positioning, thereby forming a high-precision prefabricated beam positioning structure.
本发明的目的由以下技术方案完成: The object of the present invention is accomplished by the following technical solutions:
一种高精度预制梁定位方法,涉及二梁柱及一预制梁,其特征在于包括如下步骤: A high-precision prefabricated beam positioning method, involving two beams and columns and a prefabricated beam, is characterized in that it includes the following steps:
于预制梁端部的底面上安装至少一定位销;于至少一梁柱相对另一梁柱的侧面上安装一定位架,所述定位架具有一水平延伸设置的定位板,所述定位板上开设有一定位孔; At least one positioning pin is installed on the bottom surface of the end of the prefabricated beam; a positioning frame is installed on the side of at least one beam column opposite to the other beam column, and the positioning frame has a positioning plate extending horizontally. There is a positioning hole;
吊装预制梁至所述梁柱上方,并调整其水平位置以使所述定位销对应所述定位孔; hoisting the prefabricated beam above the beam column, and adjusting its horizontal position so that the positioning pin corresponds to the positioning hole;
落下所述预制梁以使其搁置于所述梁柱上端,并使定位销插装于所述定位孔中。 The prefabricated beam is dropped to rest on the upper end of the beam column, and the positioning pin is inserted into the positioning hole.
所述定位销及定位架的数量为一个,所述方法还包括如下步骤:以该定位销为转轴调整所述预制梁另一端与梁柱的相对位置。 The number of the positioning pin and the positioning frame is one, and the method further includes the following step: using the positioning pin as a rotating shaft to adjust the relative position of the other end of the prefabricated beam and the beam column.
所述定位销及定位架的数量为两个,所述的两个定位架分别设于两个梁柱相对的侧面,所述的两个定位销分别设于预制梁两端部的底面。。 The number of the positioning pins and the positioning frames is two, and the two positioning frames are respectively arranged on the opposite sides of the two beams, and the two positioning pins are respectively arranged on the bottom surfaces of the two ends of the prefabricated beam. .
所述方法包括如下步骤:所述预制梁定位完成后拆卸所述定位架及定位销。 The method includes the following steps: after the positioning of the prefabricated beam is completed, the positioning frame and the positioning pin are disassembled.
所述定位销包括同轴相接的圆锥体部和圆柱体部,所述圆柱体部端面与所述预制梁底面栓接,所述定位孔为圆孔,且其直径与所述圆柱体部直径相同。 The positioning pin includes a conical portion and a cylindrical portion connected coaxially, the end surface of the cylindrical portion is bolted to the bottom surface of the prefabricated beam, the positioning hole is a circular hole, and its diameter is the same as that of the cylindrical portion same diameter.
一种高精度预制梁定位结构,包括二梁柱及一预制梁,其特征在于:还包括至少一个由定位架及定位销构成的定位装置,所述定位架可拆卸式固定于一梁柱相对另一梁柱的侧面,并具有一水平延伸设置的定位板,所述定位板上开设有一定位孔,所述定位销可拆卸式固定于所述预制梁端部的底面上,并可插装于所述定位孔内/从所述定位孔中抽出。 A high-precision prefabricated beam positioning structure, including two beams and columns and a prefabricated beam, is characterized in that it also includes at least one positioning device composed of a positioning frame and a positioning pin, and the positioning frame is detachably fixed on a beam column opposite The side of another beam column has a positioning plate extending horizontally, and a positioning hole is opened on the positioning plate. The positioning pin is detachably fixed on the bottom surface of the end of the prefabricated beam and can be inserted into/from the positioning hole.
所述定位结构的数量为两个,所述两个定位结构中的定位架分别设于两个梁柱相对的侧面,所述两个定位结构中的定位销分别设于预制梁两端部的底面。 The number of the positioning structures is two, and the positioning frames in the two positioning structures are respectively arranged on the opposite sides of the two beams, and the positioning pins in the two positioning structures are respectively arranged on the two ends of the prefabricated beams. bottom surface.
所述定位架包括一固定板,所述固定板贴合所述梁柱侧面并栓接,所述定位板垂直固定于该固定板上缘。 The positioning frame includes a fixing plate, the fixing plate is attached to the side of the beam column and bolted, and the positioning plate is vertically fixed on the upper edge of the fixing plate.
所述固定板和定位板的两侧缘设置有肋板。 The two side edges of the fixing plate and the positioning plate are provided with ribs.
所述预制梁上预埋有至少一个用于和所述定位销栓接的螺母,至少一个梁柱上预埋有若干用于和所述定位架栓接的螺母。 At least one nut for bolting to the positioning pin is pre-embedded on the prefabricated beam, and several nuts for bolting to the positioning frame are embedded on at least one beam column.
本发明的优点是:安装时的定位精度高,结构稳定;施工简单方便,大大节省了工期和人力物力;定位工具结构简单、可重复使用,成本低廉。 The invention has the advantages of high positioning accuracy during installation and stable structure; simple and convenient construction, which greatly saves construction period and manpower and material resources; the positioning tool is simple in structure, reusable and low in cost.
附图说明 Description of drawings
图1为实施例1定位结构总体示意图;
Fig. 1 is the overall schematic diagram of the positioning structure of
图2为实施例1定位装置部分局部放大示意图;
Fig. 2 is a partly enlarged schematic diagram of the positioning device of
图3为实施例1定位装置右视图;
Fig. 3 is the right side view of
图4为实施例2定位结构总体示意图。
Fig. 4 is an overall schematic diagram of the positioning structure of
具体实施方式 Detailed ways
以下结合附图通过实施例对本发明特征及其它相关特征作进一步详细说明,以便于同行业技术人员的理解: The features of the present invention and other related features will be further described in detail below in conjunction with the accompanying drawings through embodiments, so as to facilitate the understanding of those skilled in the art:
如图1-4所示,图中标记1-14分别为:第一梁柱1、第二梁柱2、预制梁3、定位装置4、定位架5、固定板6、定位板7、定位孔8、定位销9、圆锥体部10、圆柱体部11、螺栓12、螺母13、肋板14。
As shown in Figure 1-4, the marks 1-14 in the figure are:
以下结合实施例对于高精度预制梁定位结构进行详细说明: The following is a detailed description of the high-precision prefabricated beam positioning structure in conjunction with the embodiments:
实施例1: Example 1:
如图1-3所示,本实施例所涉及的定位结构主要由第一梁柱1、第二梁柱2、预制梁3及两个定位装置4构成。其中第一梁柱1和第二梁柱2垂直于地面设置,预制梁3的两端分别搁置于第一梁柱1和第二梁柱2上。其中第一梁柱1和第二梁柱2相对的两侧面的上端预埋有若干螺母13,预制梁3的两端的底面分别预埋有一个螺母13。
As shown in FIGS. 1-3 , the positioning structure involved in this embodiment is mainly composed of a
定位装置4由一个定位架5及一个定位销9构成。定位架5由一固定板6及垂直固定于该固定板6上缘的的定位板7构成,所述固定板6贴合第一梁柱1(或第二梁柱2)相对第二梁柱2(或第一梁柱1)的侧面,并通过螺栓12与螺母13栓接固定于两个梁柱上。当固定完成时,定位板7呈水平延伸状设置,定位板7上开设有一圆形的定位孔8。为加强定位板7的结构强度,固定板6和定位板7的两侧缘焊接有垂直于二者设置的肋板14。定位销9包括同轴相接的圆锥体部10和圆柱体部11,所述圆柱体部11端面的中心处设置有螺栓12,该螺栓12与所述预制梁3底面的螺母13栓接。圆柱体部11的直径和定位孔8直径相同。
The
结合上述的定位结构,以下对于本实施例作业方法进行详细说明: Combined with the above-mentioned positioning structure, the following is a detailed description of the working method of this embodiment:
在预制梁3吊装前,首先在预制梁3上栓接两个定位销9;与此同时在第一梁柱1和第二梁柱2上安装所述定位架5。
Before the
之后吊装预制梁3至第一梁柱1和第二梁柱2上方,并通过吊车或者手拉葫芦等工具调整其水平位置以使两个定位销9分别对应两个定位架5上的定位孔8。当预制梁3处于吊装的状态时,水平方向上的移动只需克服其惯性即可,由上述的结构可以看出,定位销9下端具有一个圆锥体部10,故此当该圆锥体部10的顶点落在定位孔8的范围内,预制梁3落下时,圆锥体部10的侧面和定位孔8接触并滑动,直至圆柱体部11进入定位孔8内并间隙配合。由于圆柱体11形状大小和定位孔8相配合,故此可视为预制梁3定位完成。上述圆锥体部10、圆柱体部11和定位孔8的大小,应该根据吊车或手拉葫芦等用于预制梁3水平移动的工具所能提供的移动精度来决定,当其精度较低时,定位孔8开孔尺寸应该增大以保障圆锥体部10的顶点能落在其内。
Afterwards, the
之后通过操作吊车落下所述预制梁3以使其搁置于第一梁柱1和第二梁柱2的上端,并使两个定位销9分别插装于两个定位孔8中,此时定位完成。
Then drop the
最后拆卸掉定位装置4,以用于下一预制梁的安装定位作业。
Finally, the
实施例2: Example 2:
参见附图4,本实施例所描述的定位结构与实施例1大致相同。不同的是只采用一个定位装置4,同时只有第一梁柱1上埋有若干螺母13,预制梁3上只有相对第一梁柱1的一端的底面预埋有螺母13,用于安装定位装置4。采用此种定位结构,预制梁3一端采用定位销9来定位,另一端则和现有技术一样,以大致吻合的位置将预制梁落位,即预制梁3落位后一端定位而另一端未定位。在作业时,和实施例1的步骤相比,则增加了如下步骤:预制梁3落位后,以定位销9为转轴,通过千斤顶等工具进行细微的调整预制梁3另一端的位置。此种结构相对实施例1增加了施工的步骤,增加了施工的周期。这样设置的目的主要是预制梁3在吊装时,如果设备精度不高,依照实施例1中定位结构很难做到两个定位销9同时对应定位孔8,而只控制一侧定位销3的位置则相对容易。
Referring to Figure 4, the positioning structure described in this embodiment is substantially the same as that in
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| CN102912993B (en) * | 2012-11-16 | 2015-05-20 | 孟凡林 | Method and die for guaranteeing mounting precision of prefabricated concrete structural member |
| CN105696801B (en) * | 2016-02-02 | 2017-10-13 | 江苏建筑职业技术学院 | Prefabricated part hanging accurate positioning device |
| CN109629452A (en) * | 2019-01-30 | 2019-04-16 | 中国冶集团有限公司 | Precast beam positioning device and its method |
| CN112627545A (en) * | 2020-12-17 | 2021-04-09 | 李伯明 | Building frame installation process for box type building |
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| JPH08218497A (en) * | 1995-02-14 | 1996-08-27 | Kanegafuchi Chem Ind Co Ltd | Joining hardware between columns and cross members |
| JP2000170266A (en) * | 1998-12-07 | 2000-06-20 | Dantani Plywood Co Ltd | Column base metallic material for metal fitting construction method and building metal fitting construction method using it |
| JP4645999B2 (en) * | 2005-05-06 | 2011-03-09 | 住友林業株式会社 | Beam-column joint structure |
| CN101413249B (en) * | 2008-12-01 | 2010-09-15 | 中铁大桥局股份有限公司 | Positioning and installation method of a large bridge support |
| CN201738248U (en) * | 2010-08-23 | 2011-02-09 | 重庆城建控股(集团)有限责任公司 | Embedded part installation device for bridge bearing |
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