CN220272048U - Counter-force wall loading hole installation accuracy control device - Google Patents

Counter-force wall loading hole installation accuracy control device Download PDF

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CN220272048U
CN220272048U CN202321469609.4U CN202321469609U CN220272048U CN 220272048 U CN220272048 U CN 220272048U CN 202321469609 U CN202321469609 U CN 202321469609U CN 220272048 U CN220272048 U CN 220272048U
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hole
angle steel
loading hole
nut
waist
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韩东霖
许卫晓
左言华
曲成平
崔维久
吴江龙
孙有建
王育晨
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Qingdao University of Technology
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Abstract

一种反力墙加载孔安装精度控制装置,属于建筑结构实验模型技术领域,包括支撑架、加载孔预埋件、调整板、骑马螺栓、第一角钢、第二角钢、第一腰型孔、第二腰型孔、第一螺母、第二螺母、第三螺母、托板。本新型在保证加载孔预埋件稳定性的同时,实现加载孔预埋件位置的微调,与传统加载孔预埋件误差调整相比,施工难度小,减少大量的误差调整操作,节省了施工费用,提高了工作效率,保证了施工质量。

A reaction wall loading hole installation accuracy control device belongs to the technical field of building structure experimental models and includes a support frame, loading hole embedded parts, an adjustment plate, a riding bolt, a first angle steel, a second angle steel, a first waist-shaped hole, The second waist-shaped hole, the first nut, the second nut, the third nut and the supporting plate. While ensuring the stability of the loading hole embedded parts, this new type realizes fine adjustment of the position of the loading hole embedded parts. Compared with the traditional error adjustment of the loading hole embedded parts, the construction is less difficult, reduces a large number of error adjustment operations, and saves construction time. cost, improve work efficiency and ensure construction quality.

Description

一种反力墙加载孔安装精度控制装置A precision control device for installation of loading holes in reaction walls

技术领域Technical field

本新型属于建筑结构实验模型技术领域,具体涉及一种反力墙加载孔安装精度控制装置。The invention belongs to the technical field of experimental models of building structures, and specifically relates to a device for controlling the installation accuracy of loading holes in reaction walls.

背景技术Background technique

随着我国城市的不断发展,促进了现代化的发展进程,许多先进的施工技术涌现出来,改变了传统建筑施工的格局,科学技术的进步也促使各种新型结构、新型材料以及新的施工工艺不断出现。实验作为建筑物安全性和稳定性的主体,是保证建筑物结构质量的主要来源,实验的误差所导致的实验数据的错误,直接影响着人民的生命财产安全;实验模型技术的进步,精度的提高,对国家整个建筑行业的的发展都有着积极的促进作用。由于国家、社会及高校对结构实验数据的准确性及对实验模型的精度要求越来越高,各类新型的施工方法逐渐进入到实验室当中,返工少,效率高,操作便利,效益明显的新型技术方法将会为整个实验提供一个更为广阔的舞台。而反力墙作为贯穿整个抗震性能试验的主体,它的整体刚度,局部精度都是影响实验结果准确性的重要组成部分;反力墙加载管预埋件的误差是反力墙精度控制中最重要的一个环节,在国内的反力墙加载孔安装与施工中,不论是单体安装还是整体拼装,在误差调整时难度大、效率低,很难做到精度的细微控制。With the continuous development of cities in our country, the development process of modernization has been promoted. Many advanced construction technologies have emerged, changing the pattern of traditional building construction. The progress of science and technology has also promoted the continuous development of various new structures, new materials and new construction techniques. Appear. As the main body of building safety and stability, experiments are the main source of ensuring the structural quality of buildings. The errors in experimental data caused by experimental errors directly affect the safety of people's lives and property; the advancement of experimental model technology, the accuracy of Improvement has a positive role in promoting the development of the entire construction industry in the country. As the country, society and universities have increasingly higher requirements for the accuracy of structural experimental data and the accuracy of experimental models, various new construction methods have gradually entered the laboratory, with less rework, high efficiency, convenient operation and obvious benefits. New technical methods will provide a broader stage for the entire experiment. As the main body of the reaction wall throughout the entire seismic performance test, its overall stiffness and local accuracy are important components that affect the accuracy of the experimental results; the error of the embedded parts of the reaction wall loading tube is the most important factor in the accuracy control of the reaction wall. An important link is that in the installation and construction of domestic reaction wall loading holes, whether it is a single installation or an overall assembly, error adjustment is difficult and inefficient, and it is difficult to achieve fine control of accuracy.

具体来说:根据现有资料以及实际应用,传统的反力墙加载管预埋件固定方式和误差调整方法存在或多或少的技术问题,由于反力墙和反力台座上有着成百上千个预埋加载孔,再加上对于反力墙与反力台座的表面平整度与相会垂直精度的要求也非常高,导致加载孔预埋施工难度较大;传统的施工方法是采用边测量边固定的方式,即是以已经测量好并固定的加载孔,来测量并固定下一个加载孔的位置,这种施工方法在加载孔数量不多时表现出精度高,施工速度快等优点,但是在反力墙较大时,由于每一个加载孔都是由上一个加载孔的位置来定位的,不可避免的会产生误差,在这种施工方式之下,上一个加载孔所产生的误差会累计到下一个加载孔上,导致连续的累计误差,施工精度也会越来越差,并且没有有效的调整误差措施。Specifically: According to the existing data and practical applications, there are more or less technical problems in the traditional fixation method and error adjustment method of the embedded parts of the reaction wall loading tube. Since there are hundreds of components on the reaction wall and reaction pedestal, Thousands of pre-embedded loading holes, coupled with the very high requirements for the surface flatness and vertical accuracy of the intersection of the reaction wall and reaction pedestal, make the construction of pre-embedded loading holes difficult; the traditional construction method is to use edge The method of measuring side fixation is to use the already measured and fixed loading hole to measure and fix the position of the next loading hole. This construction method has the advantages of high accuracy and fast construction speed when the number of loading holes is not large. However, when the reaction wall is large, since each loading hole is positioned according to the position of the previous loading hole, errors will inevitably occur. Under this construction method, the error caused by the previous loading hole It will be accumulated to the next loading hole, resulting in continuous accumulated errors, construction accuracy will become worse and worse, and there are no effective error adjustment measures.

实用新型内容Utility model content

为克服现有技术的不足,本新型公开了一种反力墙加载孔安装精度控制装置,目的在于:提供一种新型的固定方式,在可以保证稳定性要求的基础上,又能满足预埋件位置可微调,对其累计误差的产生进行控制,以减少加载孔间误差。In order to overcome the shortcomings of the existing technology, the present invention discloses a reaction wall loading hole installation accuracy control device. The purpose is to provide a new fixing method that can not only ensure the stability requirements, but also meet the pre-buried requirements. The position of the parts can be fine-tuned to control the cumulative error to reduce the error between loading holes.

为实现上述目的,本新型的技术方案是:In order to achieve the above purpose, the new technical solution is:

一种反力墙加载孔安装精度控制装置,包括支撑架、加载孔预埋件、调整板、骑马螺栓,所述的支撑架包括沿纵向设置并分成前后两排的竖杆,两排竖杆一一相对并成矩阵排布,同一排竖杆上沿水平方向固定连接有横杆,前后的横杆一一相对且高度相同,高度相同的2根相对的横杆的外端面分别均匀分布有若干调整板,前后两组调整板一一相对,所述的调整板的顶端设有弧形槽,调整板的左右部对称设有沿纵向设置的第一腰型孔,所述的调整板通过穿过第一腰型孔的自攻螺丝与横杆的外壁固定连接,前后相对的横杆之间还固定连接有多个第一角钢,多个第一角钢的底部共同固定连接有第二角钢,所述的第二角钢沿平行于横杆的方向设置,所述的第二角钢上分布有若干组安装孔,每组安装孔均包括2个并排排列且沿横向设置的第二腰型孔,所述的加载孔预埋件的两端搭设在2个相对的调整板的弧形槽上,加载板预埋件通过穿过第二腰型孔的骑马螺栓与第二角钢固定连接。A reaction wall loading hole installation accuracy control device, including a support frame, loading hole embedded parts, adjustment plates, and riding bolts. The support frame includes vertical rods arranged longitudinally and divided into two rows of front and rear. The two rows of vertical rods One by one and arranged in a matrix, the same row of vertical bars are fixedly connected with horizontal bars in the horizontal direction. The front and rear horizontal bars are opposite one by one and have the same height. The outer end surfaces of the two opposite horizontal bars with the same height are evenly distributed with A plurality of adjustment plates, two sets of adjustment plates at the front and rear facing each other one by one. The top of the adjustment plate is provided with an arc groove. The left and right parts of the adjustment plate are symmetrically provided with first waist-shaped holes arranged longitudinally. The adjustment plate passes through The self-tapping screws passing through the first waist-shaped hole are fixedly connected to the outer wall of the crossbar. A plurality of first angle steels are also fixedly connected between the front and rear opposite crossbars. The bottoms of the plurality of first angle steels are jointly fixedly connected to a second angle steel. , the second angle steel is arranged in a direction parallel to the cross bar, and there are several groups of mounting holes distributed on the second angle steel, and each group of mounting holes includes 2 second waist-shaped holes arranged side by side and arranged in the transverse direction. , both ends of the loading hole embedded part are set up on the arc-shaped grooves of two opposite adjustment plates, and the loading plate embedded part is fixedly connected to the second angle steel through a riding bolt passing through the second waist-shaped hole.

优选的,所述的横杆和竖杆在接触面相互焊接,所述的横杆和竖杆接触的部位形成十字交叉结构,所述的第一角钢的两端分别与前后2个相对的十字交叉结构上部的同侧直角处焊接,若干第一角钢的底端共面,所述的第二角钢的顶面与第一角钢的底面焊接,所述的第二角钢有2组,2组第二角钢关于第一角钢的横向中分面对称分布,2组第二角钢的顶面共面。Preferably, the horizontal bar and the vertical bar are welded to each other at the contact surface, and the contact parts of the horizontal bar and the vertical bar form a cross structure, and the two ends of the first angle steel are connected to two opposite crosses at the front and rear respectively. The upper part of the cross structure is welded at right angles on the same side. The bottom ends of several first angle steels are coplanar. The top surface of the second angle steel is welded to the bottom surface of the first angle steel. There are 2 sets of second angle steels, and the 2 sets of second angle steels are welded at right angles. The two angles are symmetrically distributed about the transverse middle plane of the first angle, and the top surfaces of the two sets of second angles are coplanar.

优选的,所述的第一腰型孔和第二腰型孔的尺寸分别满足加载孔预埋件以孔心为起始位置沿纵向微调正负3mm、沿横向微调正负3mm的要求。Preferably, the size of the first waist-shaped hole and the second waist-shaped hole respectively meet the requirements of fine-tuning the loading hole embedded part by plus or minus 3 mm in the longitudinal direction and plus or minus 3 mm in the transverse direction with the hole center as the starting position.

优选的,所述的加载孔预埋件包括管体,所述的管体的两端向外翻折形成连接板,所述的连接板上设有连接孔,所述的管体的内孔构成加载孔,所述的管体形状尺寸与弧形槽的形状尺寸适配,所述的管体两端下表面分别与对应的弧形槽内壁紧密贴合。Preferably, the loading hole embedded part includes a pipe body, the two ends of the pipe body are folded outward to form a connecting plate, the connecting plate is provided with a connecting hole, and the inner hole of the pipe body A loading hole is formed, the shape and size of the pipe body are adapted to the shape and size of the arc-shaped groove, and the lower surfaces of the two ends of the pipe body are closely fitted to the corresponding inner walls of the arc-shaped groove.

优选的,所述的骑马螺栓配置有第一螺母、第二螺母、第三螺母及托板,所述的第一螺母旋紧在骑马螺栓自由端位于第二腰型孔下方的栓体上,所述的第二螺母旋紧在骑马螺栓自由端位于第二腰型孔上方的栓体上,所述的第一螺母和第二螺母限定骑马螺栓自由端与第二腰型孔的相对位置,所述的托板的两端分别设有通孔,所述的骑马螺栓的2个自由端穿过2个通孔,所述的托板上表面与管体下端压紧,所述的第三螺母旋紧在通孔下端口所在位置处的栓体处。Preferably, the riding bolt is equipped with a first nut, a second nut, a third nut and a supporting plate, and the first nut is tightened on the bolt body with the free end of the riding bolt located below the second waist-shaped hole, The second nut is tightened on the bolt body with the free end of the riding bolt located above the second waist-shaped hole, and the first nut and the second nut define the relative position of the free end of the riding bolt and the second waist-shaped hole, The two ends of the supporting plate are respectively provided with through holes, and the two free ends of the riding bolt pass through the two through holes. The upper surface of the supporting plate is pressed against the lower end of the pipe body, and the third third The nut is tightened on the bolt body where the lower port of the through hole is located.

优选的,同一高度的前侧或后侧的横杆由若干横杆分段构成,相邻的横杆分段的相对端均设有第一连接板;同一竖杆由若干竖杆分段首尾相连构成,相邻竖杆分段的相对端均设有第二连接板,所述的第一连接板沿垂直于横杆轴线的方向设置,第二连接板沿垂直于竖杆轴线的方向设置,在相对的2个第一连接板之间设有第一橡胶垫,在相对的2个第二连接板之间设有第二橡胶垫,所述的第一橡胶垫和第二橡胶垫依据厚度差别设有多种型号,相对的第一连接板之间、相对的第二连接板之间分别通过螺栓固定连接。Preferably, the front or rear crossbars of the same height are composed of several crossbar segments, and the opposite ends of adjacent crossbar segments are provided with first connecting plates; the same vertical bar is composed of several vertical bar segments from beginning to end. The two connecting plates are connected, and the opposite ends of adjacent vertical rod segments are provided with second connecting plates. The first connecting plate is arranged in a direction perpendicular to the axis of the horizontal rod, and the second connecting plate is arranged in a direction perpendicular to the axis of the vertical rod. , a first rubber pad is provided between the two opposite first connection plates, and a second rubber pad is provided between the two opposite second connection plates. The first rubber pad and the second rubber pad are based on There are various models with different thicknesses, and the opposite first connecting plates and the opposite second connecting plates are respectively connected by bolts.

优选的,所述的竖杆的最底端设有第三连接板,所述的第三连接板沿水平设置,第三连接板的底端设有第三橡胶垫。Preferably, the bottom end of the vertical rod is provided with a third connecting plate, the third connecting plate is arranged horizontally, and the bottom end of the third connecting plate is provided with a third rubber pad.

本新型一种反力墙加载孔安装精度控制装置的有益效果为:The beneficial effects of this new type of reaction wall loading hole installation accuracy control device are:

本新型在保证加载孔预埋件稳定性的同时,实现加载孔预埋件位置的微调,与传统加载孔预埋件误差调整相比,施工难度小,减少大量的误差调整操作,节省了施工费用,提高了工作效率,保证了施工质量。This new type realizes fine adjustment of the position of the loading hole embedded parts while ensuring the stability of the loading hole embedded parts. Compared with the traditional error adjustment of the loading hole embedded parts, the construction is less difficult, reduces a large number of error adjustment operations, and saves construction time. cost, improve work efficiency and ensure construction quality.

附图说明Description of drawings

图1、本新型的正视结构示意图;Figure 1. Front view of the structure of the new model;

图2、本新型的侧视结构示意图;Figure 2. Schematic side view of the new structure;

图3、本新型的侧视结构局部剖视图;Figure 3 is a partial cross-sectional view of the side structure of the new model;

图4、本新型的俯视结构示意图;Figure 4. Schematic top view of the structure of the new model;

1、竖杆;1-1、第一竖杆;1-2、第二竖杆;2、第二连接板;3、第二橡胶垫;4、横杆;5、第一角钢;6、调整板;7、弧形槽;8、第一腰型孔;9、自攻螺丝;10、加载孔预埋件;10-1、连接板;10-2、管体;11、连接孔;12、第二角钢;13、骑马螺栓;14、第一螺母;15、托板;16、第三螺母;17、第二螺母;18、第二腰型孔。1. Vertical rod; 1-1, first vertical rod; 1-2, second vertical rod; 2, second connecting plate; 3, second rubber pad; 4, horizontal rod; 5, first angle steel; 6. Adjustment plate; 7. Arc groove; 8. First waist-shaped hole; 9. Self-tapping screws; 10. Loading hole embedded parts; 10-1. Connection plate; 10-2. Pipe body; 11. Connection hole; 12. Second angle steel; 13. Riding bolt; 14. First nut; 15. Support plate; 16. Third nut; 17. Second nut; 18. Second waist hole.

具体实施方式Detailed ways

以下所述,仅为本新型的较佳实施例而已,并非用于限定本新型的保护范围,凡在本新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本新型的保护范围之内。The following descriptions are only preferred embodiments of the present invention and are not used to limit the scope of protection of the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention shall be included in within the protection scope of this new model.

实施例1Example 1

一种反力墙加载孔安装精度控制装置,如图1-4所示,包括支撑架、加载孔预埋件10、调整板6、骑马螺栓13,所述的支撑架包括沿纵向设置并分成前后两排的竖杆1,两排竖杆1一一相对并成矩阵排布,同一排竖杆1上沿水平方向固定连接有横杆4,前后的横杆4一一相对且高度相同,高度相同的2根相对的横杆4的外端面分别均匀分布有若干调整板6,前后两组调整板6一一相对,所述的调整板6的顶端设有弧形槽7,调整板6的左右部对称设有沿纵向设置的第一腰型孔8,所述的调整板6通过穿过第一腰型孔8的自攻螺丝9与横杆4的外壁固定连接,前后相对的横杆4之间还固定连接有多个第一角钢5,多个第一角钢5的底部共同固定连接有第二角钢12,所述的第二角钢12沿平行于横杆的方向设置,所述的第二角钢12上分布有若干组安装孔,每组安装孔均包括2个并排排列且沿横向设置的第二腰型孔18,所述的加载孔预埋件10的两端搭设在2个相对的调整板6的弧形槽7上,加载板预埋件10通过穿过第二腰型孔18的骑马螺栓13与第二角钢12固定连接。A reaction wall loading hole installation accuracy control device, as shown in Figure 1-4, includes a support frame, a loading hole embedded part 10, an adjustment plate 6, and a riding bolt 13. The support frame includes a support frame that is arranged longitudinally and divided into There are two rows of vertical bars 1 at the front and rear. The two rows of vertical bars 1 are opposite one by one and arranged in a matrix. The vertical bars 1 in the same row are fixedly connected with horizontal bars 4 along the horizontal direction. The front and rear horizontal bars 4 are opposite one by one and have the same height. A number of adjustment plates 6 are evenly distributed on the outer end surfaces of the two opposite cross bars 4 with the same height. The two front and rear sets of adjustment plates 6 face each other one by one. The top of the adjustment plates 6 is provided with an arc-shaped groove 7. The adjustment plates 6 The left and right parts are symmetrically provided with first waist-shaped holes 8 arranged longitudinally. The adjustment plate 6 is fixedly connected to the outer wall of the cross bar 4 through self-tapping screws 9 passing through the first waist-shaped holes 8. A plurality of first angle steels 5 are also fixedly connected between the rods 4. The bottoms of the plurality of first angle steels 5 are jointly fixedly connected with second angle steels 12. The second angle steels 12 are arranged in a direction parallel to the crossbar. There are several groups of mounting holes distributed on the second angle steel 12. Each group of mounting holes includes 2 second waist-shaped holes 18 arranged side by side and arranged laterally. The two ends of the loading hole embedded part 10 are set up on 2 On the arc-shaped groove 7 of the two opposite adjustment plates 6, the loading plate embedded part 10 is fixedly connected to the second angle steel 12 through the riding bolt 13 passing through the second waist-shaped hole 18.

如图1-4所示,所述的横杆4和竖杆1在接触面相互焊接,所述的横杆4和竖杆1接触的部位形成十字交叉结构,所述的第一角钢5的两端分别与前后2个相对的十字交叉结构上部的同侧直角处焊接,若干第一角钢5的底端共面,所述的第二角钢12的顶面与第一角钢的底面焊接,所述的第二角钢12有2组,2组第二角钢12关于第一角钢5的横向中分面对称分布,2组第二角钢12的顶面共面。As shown in Figures 1-4, the horizontal bar 4 and the vertical bar 1 are welded to each other at the contact surface. The contact parts of the horizontal bar 4 and the vertical bar 1 form a cross structure. The first angle steel 5 is The two ends are welded to the right angles on the same side of the upper parts of the two opposite cross structures at the front and rear respectively. The bottom ends of a plurality of first angle steels 5 are coplanar. The top surface of the second angle steel 12 is welded to the bottom surface of the first angle steel, so The above-mentioned second angle steels 12 have two groups, the two groups of second angle steels 12 are symmetrically distributed about the transverse middle plane of the first angle steel 5, and the top surfaces of the two groups of second angle steels 12 are coplanar.

如图1-4所示,所述的第一腰型孔8和第二腰型孔18的尺寸分别满足加载孔预埋件10以孔心为起始位置沿纵向微调正负3mm、沿横向微调正负3mm的要求。As shown in Figures 1-4, the sizes of the first waist-shaped hole 8 and the second waist-shaped hole 18 respectively meet the requirements of the loading hole embedded part 10 to be fine-tuned by plus or minus 3mm in the longitudinal direction and 3 mm in the transverse direction with the hole center as the starting position. Fine-tune the requirement of plus or minus 3mm.

如图1-4所示,所述的加载孔预埋件10包括管体10-2,所述的管体10-2的两端向外翻折形成连接板10-1,所述的连接板上设有连接孔11,所述的管体10-2的内孔构成加载孔,所述的管体10-2形状尺寸与弧形槽7的形状尺寸适配,所述的管体10-2两端下表面分别与对应的弧形槽7内壁紧密贴合。As shown in Figure 1-4, the loading hole embedded part 10 includes a pipe body 10-2, and the two ends of the pipe body 10-2 are folded outward to form a connecting plate 10-1. The plate is provided with a connecting hole 11, and the inner hole of the tube body 10-2 constitutes a loading hole. The shape and size of the tube body 10-2 is adapted to the shape and size of the arc-shaped groove 7. The tube body 10 The lower surfaces at both ends of -2 are in close contact with the inner walls of the corresponding arc-shaped grooves 7 respectively.

本实施例中,支撑架、加载孔预埋件10、调整板6、骑马螺栓13均预埋在反力墙内,加载孔开口于反力墙表面。在浇筑之前,搭设本新型,当搭设过程中或搭设完成后,发现某些加载孔预埋件的位置发生偏差时,即可进行快速调整,调整时不需要拆除整个支撑架。具体的调整方法是:松开自攻螺丝及骑马螺栓,当需要纵向调节时,沿纵向移动2块调整板使加载孔预埋件达到合格的高度,横向调节时,左右移动调整板,使加载孔预埋件左右移动至正确位置,综合调节时,可结合横向和纵向的移动,到位后,将自攻螺丝拧紧,使调整板与横杆固定连接,然后通过骑马螺栓与第二角钢连接,进一步实现加载孔预埋件的固定,进而实现了加载孔位置的精确控制。In this embodiment, the support frame, the loading hole embedded part 10, the adjustment plate 6, and the riding bolt 13 are all embedded in the reaction wall, and the loading hole is opened on the surface of the reaction wall. Before pouring, the new type is erected. When the position of some loading hole embedded parts is found to be deviated during the erection process or after the erection is completed, quick adjustment can be made without dismantling the entire support frame. The specific adjustment method is: loosen the self-tapping screws and riding bolts. When longitudinal adjustment is required, move the two adjustment plates longitudinally to make the embedded parts of the loading hole reach the qualified height. When adjusting horizontally, move the adjustment plates left and right to make the loading The hole-embedded parts move left and right to the correct position. During comprehensive adjustment, the horizontal and vertical movements can be combined. After they are in place, tighten the self-tapping screws to firmly connect the adjustment plate to the crossbar, and then connect it to the second angle steel through riding bolts. This further realizes the fixation of the embedded parts of the loading hole, thereby achieving precise control of the position of the loading hole.

实施例2Example 2

基于实施例1,本实施例改进为:Based on Embodiment 1, this embodiment is improved as follows:

如图1-4所示,所述的骑马螺栓13配置有第一螺母14、第二螺母17、第三螺母16及托板15,所述的第一螺母14旋紧在骑马螺栓自由端位于第二腰型孔18下方的栓体上,所述的第二螺母17旋紧在骑马螺栓自由端位于第二腰型孔18上方的栓体上,所述的第一螺母14和第二螺母17限定骑马螺栓自由端与第二腰型孔18的相对位置,所述的托板15的两端分别设有通孔,所述的骑马螺栓13的2个自由端穿过2个通孔,所述的托板15上表面与管体10-2下端压紧,所述的第三螺母16旋紧在通孔下端口所在位置处的栓体处。As shown in Figures 1-4, the riding bolt 13 is configured with a first nut 14, a second nut 17, a third nut 16 and a supporting plate 15. The first nut 14 is tightened on the free end of the riding bolt. On the bolt body below the second waist-shaped hole 18, the second nut 17 is tightened on the bolt body with the free end of the riding bolt located above the second waist-shaped hole 18. The first nut 14 and the second nut 17 defines the relative position of the free end of the riding bolt and the second waist-shaped hole 18. The two ends of the supporting plate 15 are respectively provided with through holes, and the two free ends of the riding bolt 13 pass through the two through holes. The upper surface of the supporting plate 15 is pressed against the lower end of the pipe body 10-2, and the third nut 16 is tightened on the bolt body at the position of the lower port of the through hole.

本实施例中,当需要纵向调节加载孔预埋件时,加载孔预埋件的管体与第二角钢顶端脱离,为避免第一腰型孔处的自攻螺丝承担大部分重量造成加载孔预埋件位移,故设置了第一螺母14、第二螺母17、第三螺母16及托板15,当第一螺母和第二螺母将骑马螺栓与第二角钢固定连接后,再通过托板及第三螺母将骑马螺栓与管体固定连接,此时,加载孔预埋件的重量主要落在第二角钢上,自攻螺丝不会承载大部分重量,故不会发生调整板与自攻螺丝之间的相对滑动。In this embodiment, when the loading hole embedded part needs to be adjusted longitudinally, the tube body of the loading hole embedded part is separated from the top of the second angle steel. In order to avoid the self-tapping screw at the first waist-shaped hole bearing most of the weight and causing the loading hole The embedded parts are displaced, so the first nut 14, the second nut 17, the third nut 16 and the supporting plate 15 are provided. After the first nut and the second nut securely connect the riding bolt and the second angle steel, the supporting plate is used. and the third nut to securely connect the riding bolt to the pipe body. At this time, the weight of the embedded parts of the loading hole mainly falls on the second angle steel. The self-tapping screws will not bear most of the weight, so the adjustment plate and self-tapping will not occur. relative sliding between screws.

为了实现双向调节的功能,在初始状态下,管体底端与第二角钢脱离,当管体安装位置过高时,则向下调节管体,反之向上调节管体。In order to realize the two-way adjustment function, in the initial state, the bottom end of the pipe body is separated from the second angle steel. When the installation position of the pipe body is too high, the pipe body is adjusted downward, and conversely, the pipe body is adjusted upward.

实施例3Example 3

基于实施例2,本实施例改进为:Based on Embodiment 2, this embodiment is improved as follows:

如图1-4所示,同一高度的前侧或后侧的横杆4由若干横杆分段构成,相邻的横杆分段的相对端均设有第一连接板(图中未标注);同一竖杆由若干竖杆分段首尾相连构成,相邻竖杆分段的相对端均设有第二连接板2,所述的第一连接板沿垂直于横杆轴线的方向设置,第二连接板沿垂直于竖杆轴线的方向设置,在相对的2个第一连接板之间设有第一橡胶垫(图中未标注),在相对的2个第二连接板2之间设有第二橡胶垫3,所述的第一橡胶垫和第二橡胶垫3依据厚度差别设有多种型号,相对的第一连接板之间、相对的第二连接板2之间分别通过螺栓固定连接。As shown in Figure 1-4, the front or rear crossbar 4 of the same height is composed of several crossbar segments, and the opposite ends of adjacent crossbar segments are provided with first connecting plates (not marked in the figure) ); The same vertical pole is composed of several vertical pole segments connected end to end. The opposite ends of adjacent vertical pole segments are provided with second connecting plates 2. The first connecting plates are arranged in a direction perpendicular to the axis of the horizontal rod, The second connecting plate is arranged in a direction perpendicular to the axis of the vertical rod. A first rubber pad (not labeled in the figure) is provided between the two opposite first connecting plates. A second rubber pad 3 is provided. The first rubber pad and the second rubber pad 3 are provided in various models according to the difference in thickness. There are passages between the opposite first connecting plates and between the opposite second connecting plates 2 respectively. Bolted connections.

如图1-4所示,所述的竖杆1的最底端设有第三连接板(图中未画出),所述的第三连接板沿水平设置,第三连接板的底端设有第三橡胶垫。As shown in Figure 1-4, the bottom end of the vertical rod 1 is provided with a third connecting plate (not shown in the figure). The third connecting plate is arranged horizontally. The bottom end of the third connecting plate Equipped with a third rubber pad.

本新型的安装工艺如下:The installation process of this new type is as follows:

1)初步拼装:在满足塔吊承载力的条件下,将本新型通过横杆分段拼接及竖杆分段拼接的方式拼装成更大的模块。1) Preliminary assembly: Under the condition that the bearing capacity of the tower crane is met, the new model is assembled into larger modules through segmented splicing of horizontal bars and segmented vertical bars.

2)整体拼装:借助全站仪、检测工具、定位工具等,调整保证各模块安装精度。2) Overall assembly: With the help of total stations, detection tools, positioning tools, etc., adjustments are made to ensure the installation accuracy of each module.

3)支撑架加固:将支撑架与周边的脚手架适当连接,以增加刚度。3) Support frame reinforcement: Properly connect the support frame to the surrounding scaffolding to increase stiffness.

4)局部微调:如检查发现有加载孔预埋件位置偏移,可松开自攻螺丝及骑马螺栓对加载孔预埋件位置进行微调。4) Local fine-tuning: If the position of the embedded parts of the loading hole is found to be offset during inspection, the self-tapping screws and riding bolts can be loosened to fine-tune the position of the embedded parts of the loading hole.

5)钢筋绑扎:钢筋绑扎工作需要在加载孔预埋件安装定位完成后进行,且施工过程中不得破坏支撑架、加载孔预埋件的安装精度。5) Steel bar binding: The steel bar binding work needs to be carried out after the installation and positioning of the loading hole embedded parts, and the installation accuracy of the support frame and loading hole embedded parts must not be damaged during the construction process.

6)模板安装、浇筑。6) Formwork installation and pouring.

施工过程中,发现模块之间发生位置误差时,可通过更换第一橡胶垫和第二橡胶垫进行微调。当发生支撑架倾斜时,可对第三橡胶垫进行调节,比如,支撑架前倾则将第三橡胶垫的底部后端切薄,反之将第三橡胶垫底部前端切薄。During the construction process, if position errors are found between modules, fine adjustments can be made by replacing the first rubber pad and the second rubber pad. When the support frame tilts, the third rubber pad can be adjusted. For example, if the support frame tilts forward, the bottom rear end of the third rubber pad will be thinned, and conversely, the bottom front end of the third rubber pad will be thinned.

Claims (7)

1. The utility model provides a counter-force wall loading hole installation accuracy control device which characterized in that: including support frame, loading hole built-in fitting, regulating plate, saddle bolt, the support frame include along vertical setting and divide into the montant of front and back two rows, two rows of montants are relative and become the matrix and arrange, along horizontal direction fixedly connected with horizontal pole on the same row of montant, horizontal pole one-to-one and highly the same around, the outer terminal surface of the same 2 relative horizontal poles evenly distributed respectively has a plurality of regulating plates, two sets of regulating plates one-to-one around, the top of regulating plate be equipped with the arc wall, regulating plate's left and right sides symmetry be equipped with along the first waist type hole of vertical setting, the regulating plate pass through the self tapping screw of first waist type hole and the outer wall fixed connection of horizontal pole, still fixedly connected with a plurality of first angle steel between the relative horizontal pole around, the bottom of a plurality of first angle steel is fixedly connected with second angle steel jointly, the second angle steel set up along the direction that is on being on a parallel with the horizontal pole, the second angle steel on the distribution have a plurality of sets of mounting holes, every set of mounting hole all include 2 and arrange side by side and along the second waist type hole that transversely sets up, the loading hole of pre-mounting plate on the relative mounting plate and the two ends of the mounting plate pass through the second bridge type hole of the mounting hole and the corresponding mounting hole on the mounting plate.
2. The counter-force wall loading hole installation accuracy control device according to claim 1, wherein: the cross bar and the montant weld each other at the contact surface, the position of cross bar and montant contact form the crisscross structure, the both ends of first angle steel respectively with the homonymy right angle department welding on 2 relative crisscross structure upper portions around, the bottom coplane of a plurality of first angle steel, the top surface of second angle steel and the bottom surface welding of first angle steel, the second angle steel have 2 groups, 2 groups second angle steel are about the horizontal bisection plane symmetric distribution of first angle steel, the top surface coplane of 2 groups second angle steel.
3. The counter-force wall loading hole installation accuracy control device according to claim 2, wherein: the sizes of the first waist-shaped hole and the second waist-shaped hole respectively meet the requirements of the loading hole embedded part on longitudinal fine adjustment of plus or minus 3mm and transverse fine adjustment of plus or minus 3mm by taking the hole center as the starting position.
4. A counter-force wall load port mounting accuracy control device as claimed in claim 3, wherein: the loading hole embedded part comprises a pipe body, two ends of the pipe body are outwards turned to form a connecting plate, the connecting plate is provided with a connecting hole, an inner hole of the pipe body forms a loading hole, the shape and the size of the pipe body are matched with those of the arc-shaped groove, and the lower surfaces of the two ends of the pipe body are respectively tightly attached to the inner walls of the corresponding arc-shaped groove.
5. The counter-force wall loading hole installation accuracy control device according to claim 4, wherein: the saddle bolt is provided with a first nut, a second nut, a third nut and a supporting plate, wherein the first nut is screwed on a bolt body of which the free end is positioned below the second waist-shaped hole, the second nut is screwed on a bolt body of which the free end is positioned above the second waist-shaped hole, the first nut and the second nut limit the relative positions of the free end of the saddle bolt and the second waist-shaped hole, through holes are respectively formed in two ends of the supporting plate, 2 free ends of the saddle bolt penetrate through the 2 through holes, the upper surface of the supporting plate is tightly pressed with the lower end of the pipe body, and the third nut is screwed on the bolt body of the position of the lower port of the through hole.
6. The counter-force wall loading hole installation accuracy control device according to claim 5, wherein: the cross bars on the front side or the rear side of the same height are formed by a plurality of cross bar sections, and the opposite ends of the adjacent cross bar sections are respectively provided with a first connecting plate; the same montant comprises a plurality of montant segmentation end to end, and the opposite end of adjacent montant segmentation all is equipped with the second connecting plate, first connecting plate set up along the direction of perpendicular to horizontal pole axis, the second connecting plate sets up along the direction of perpendicular to montant axis, is equipped with first rubber pad between 2 relative first connecting plates, is equipped with the second rubber pad between 2 relative second connecting plates, first rubber pad and second rubber pad be equipped with multiple model according to thickness difference, respectively through bolt fixed connection between the relative first connecting plate, between the relative second connecting plate.
7. The counter-force wall loading hole installation accuracy control device according to claim 6, wherein: the bottom of montant be equipped with the third connecting plate, the third connecting plate along the level setting, the bottom of third connecting plate is equipped with the third rubber pad.
CN202321469609.4U 2023-06-09 2023-06-09 Counter-force wall loading hole installation accuracy control device Active CN220272048U (en)

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CN202321469609.4U CN220272048U (en) 2023-06-09 2023-06-09 Counter-force wall loading hole installation accuracy control device

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Application Number Priority Date Filing Date Title
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