CN206346199U - The guiding trestle of lattice column is laid in a kind of deep well - Google Patents

The guiding trestle of lattice column is laid in a kind of deep well Download PDF

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CN206346199U
CN206346199U CN201720003792.7U CN201720003792U CN206346199U CN 206346199 U CN206346199 U CN 206346199U CN 201720003792 U CN201720003792 U CN 201720003792U CN 206346199 U CN206346199 U CN 206346199U
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lattice column
guide bracket
lattice
elevation adjustment
support
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李小刚
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Ranken Railway Construction Group Co Ltd
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Ranken Railway Construction Group Co Ltd
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Abstract

本实用新型公开了一种深井筒内安放格构柱的导向支架,包括互相连接的地下支架和地上支架,所述地下支架包括两个高程调整机构,两个高程调整机构按照格构柱的结构形式通过螺栓、螺母配合连接;所述地上支架包括两个槽钢,每个槽钢与每个高程调整机构连接。本实用新型解决了现有技术中的格构柱在安放时容易出现旋转错位而产生安全隐患,以及当需要在格构柱底部设置一个桩钢筋笼时,对吊车吊臂的要求较高且不容易将定位装置一次性套在格构柱上,导致工作效率较低的问题。

The utility model discloses a guide support for placing a lattice column in a deep shaft, which comprises an underground support and an above-ground support connected to each other. The underground support includes two elevation adjustment mechanisms, and the two elevation adjustment mechanisms follow the structure of the lattice column The form is connected through bolts and nuts; the ground support includes two channel steels, and each channel steel is connected with each elevation adjustment mechanism. The utility model solves the problem that the lattice column in the prior art tends to be rotated and misplaced when it is placed, causing potential safety hazards, and when it is necessary to install a pile reinforcement cage at the bottom of the lattice column, the requirements for the crane arm are relatively high and the It is easy to put the positioning device on the lattice column at one time, which leads to the problem of low work efficiency.

Description

一种深井筒内安放格构柱的导向支架A guide bracket for placing lattice columns in deep shafts

技术领域technical field

本实用新型涉及地下深基坑格构柱施工技术领域,具体地说涉及一种深井筒内安放格构柱的导向支架。The utility model relates to the technical field of construction of lattice columns in underground deep foundation pits, in particular to a guide bracket for placing lattice columns in deep shafts.

背景技术Background technique

在轨道交通或房建深基坑施工时,对于围护桩+内支撑形式的基坑支护结构,在基坑宽度超过一定限度时,架设钢支撑时需要在钢支撑中部设置竖向支撑,防止支撑过长、跨中挠度过大、钢支撑(或混凝土支撑)受力受到影响基坑发生危险,这种竖向支撑称为“格构柱”。格构柱一般采用型钢焊接成矩形,事先通过在地面钻孔的方法埋入基坑内设定位置。由于格构柱是型钢焊接成的矩形结构,在使用时随着基坑分层分段的开挖,格构柱与基坑内横向钢支撑、纵向连系梁(亦为型钢焊接成的矩形构件)3个构架共同构成X、Y、Z三维空间结构,如果格构柱安放出现旋转错位(X、Y方向产生偏差),那么,在安放纵向连系梁时就会出现缝隙或夹角、不密贴,产生安全隐患。因此,在前期往坑内安放格构柱时对其X、Y轴方向的定位非常关键。In the construction of deep foundation pits for rail transit or housing construction, for the foundation pit support structure in the form of retaining piles + inner support, when the width of the foundation pit exceeds a certain limit, when erecting steel supports, it is necessary to set vertical supports in the middle of the steel supports. To prevent the foundation pit from being too long, the mid-span deflection is too large, and the steel support (or concrete support) is affected by the force, the vertical support is called "lattice column". The lattice column is generally welded into a rectangle by section steel, and is buried in the foundation pit to set the position by drilling holes on the ground in advance. Since the lattice column is a rectangular structure welded by section steel, with the layered and segmented excavation of the foundation pit during use, the lattice column and the horizontal steel support in the foundation pit, the longitudinal connecting beam (also a rectangular member welded by section steel) ) three frames together constitute the X, Y, Z three-dimensional space structure, if there is a rotation misalignment (deviation in the X, Y direction) when the lattice column is placed, then there will be gaps or angles when the longitudinal connecting beam is placed, and there will be no Closely pasted, resulting in potential safety hazards. Therefore, the positioning of the lattice columns in the X and Y axis directions is very critical when placing the lattice columns in the pit in the early stage.

另外,现有技术中对格构柱的定位装置存在一些问题:当格构柱底部为抗拔桩或支撑桩结构时,还需要在格构柱底部设置一个桩钢筋笼,使桩钢筋笼与格构柱固定在一起,现有技术安装格构柱时,是先将连接好的桩钢筋笼与格构柱下放在进内,使格构柱部分留在井口上部,然后采用吊车将调整格构柱方向的定位装置套在格构柱上,再慢慢下放定位装置,最后再根据定位装置调整格构柱的X、Y轴方向,但这种方式安装格构柱时需要使用吊臂更长的吊车,并且不容易将定位装置一次性套在格构柱上,工作效率较低。In addition, there are some problems in the positioning device of the lattice column in the prior art: when the bottom of the lattice column is an uplift pile or a support pile structure, it is also necessary to install a pile reinforcement cage at the bottom of the lattice column, so that the pile reinforcement cage and the The lattice column is fixed together. When installing the lattice column in the prior art, the connected pile reinforcement cage and the lattice column are first placed inside, so that the lattice column remains on the upper part of the wellhead, and then the adjustment grid is adjusted by a crane. The positioning device for the direction of the lattice column is set on the lattice column, and then the positioning device is lowered slowly, and finally the X and Y axis directions of the lattice column are adjusted according to the positioning device. However, when installing the lattice column in this way, a crane arm is required The crane is long, and it is not easy to set the positioning device on the lattice column at one time, so the work efficiency is low.

实用新型内容Utility model content

本实用新型的目的在于提供一种深井筒内安放格构柱的导向支架,解决现有技术中的格构柱在安放时容易出现旋转错位而产生安全隐患,以及当需要在格构柱底部设置一个桩钢筋笼时,对吊车吊臂的要求较高且不容易将定位装置一次性套在格构柱上,导致工作效率较低的问题。The purpose of the utility model is to provide a guide bracket for placing a lattice column in a deep shaft, so as to solve the potential safety hazard caused by the rotation and dislocation of the lattice column in the prior art when it is placed, and when it is necessary to install a For a pile reinforcement cage, the requirements for the boom of the crane are high and it is not easy to put the positioning device on the lattice column at one time, which leads to the problem of low work efficiency.

本实用新型通过下述技术方案实现:The utility model is realized through the following technical solutions:

一种深井筒内安放格构柱的导向支架,包括互相连接的地下支架和地上支架,所述地下支架包括两个高程调整机构,两个高程调整机构按照格构柱的结构形式通过螺栓、螺母配合连接;所述地上支架包括两个槽钢,每个槽钢与每个高程调整机构连接。A guide support for placing a lattice column in a deep shaft, including an underground support and an above-ground support connected to each other, the underground support includes two elevation adjustment mechanisms, and the two elevation adjustment mechanisms pass through bolts and nuts according to the structure of the lattice column. Fitting connection; the ground support includes two channel steels, and each channel steel is connected with each elevation adjustment mechanism.

进一步的,本实用新型将用于安放格构柱的导向支架设置成两部分,即两个高程调整机构,两个高程调整机构为活动的,可以按照格构柱的结构形式通过螺栓、螺母配合连接。Further, the utility model sets the guide bracket for placing the lattice column into two parts, that is, two elevation adjustment mechanisms, and the two elevation adjustment mechanisms are movable, and can be matched by bolts and nuts according to the structural form of the lattice column. connect.

当只安装格构柱时,在深井口对确定安放格构柱的X、Y轴方向测量定位,并划线,这样格构柱就可以沿着定位好的导向支架下放,使格构柱的X、Y轴方向定位准确,通过这样的方式解决了现有技术中的格构柱在安放时容易出现旋转错位而产生安全隐患的问题。When only the lattice column is installed, measure and position the X and Y axis directions of the lattice column at the deep wellhead, and mark the line, so that the lattice column can be lowered along the positioned guide bracket, so that the lattice column The positioning of the X and Y axes is accurate, and in this way, the problem that the lattice column in the prior art is prone to rotation misalignment during placement and thus a potential safety hazard is solved.

当格构柱底部为抗拔桩或支撑桩结构时,现有技术是将桩钢筋笼与格构柱固定在一起,然后再在留在地面上的格构柱上套一个定位支架。本实用新型改变了安放方式,在深井口对确定安放格构柱的X、Y轴方向测量定位准确后,使两个高程调整机构包裹住留在深井口上端的格构柱,并按照格构柱的形式通过螺栓、螺母配合连接成一个整体,接着将形成整体的导向支架沿着定位好的X、Y轴方向线放入深井内。相比现有技术,本实用新型避免了对吊车吊臂长度的需求,通过这样的方式可达到将格构柱一次性准确定位套住的效果,有利于节省工作时间和人工劳动力,提高工作效率。在地上支架上设置有两个槽钢,所述的槽钢放在深坑的孔口地面,起拖住地下支架的作用。When the bottom of the lattice column is an uplift pile or a supporting pile structure, the prior art is to fix the pile reinforcement cage and the lattice column together, and then put a positioning bracket on the lattice column left on the ground. The utility model changes the placement method. After the X and Y axis directions of the deep wellhead are accurately measured and positioned to determine the placement of the lattice columns, the two elevation adjustment mechanisms are wrapped around the lattice columns at the upper end of the deep wellhead. The form of the column is connected into a whole through bolts and nuts, and then the integrated guide bracket is put into the deep well along the positioned X and Y axis directions. Compared with the prior art, the utility model avoids the need for the length of the boom of the crane. In this way, the effect of one-time accurate positioning of the lattice column can be achieved, which is beneficial to save working time and labor, and improve work efficiency . Two channel steels are arranged on the support on the ground, and the channel steels are placed on the ground of the opening of the deep pit to hold the underground support.

所述的每个高程调整机构包括两个角钢和设置在两个角钢之间的数个加强定位杆。进一步的,本实用新型采用的角钢为等腰直角三角形角钢,角钢的直角内壁与格构柱相邻,设置在两个角钢之间的加强定位杆与角钢的外壁焊接相连。设置加强定位杆的目的是防止4个角钢移位或变形。Each elevation adjustment mechanism described above includes two angle steels and several reinforced positioning rods arranged between the two angle steels. Further, the angle steel used in the utility model is an isosceles right-angled triangle angle steel, the right-angled inner wall of the angle steel is adjacent to the lattice column, and the reinforcing positioning bar arranged between the two angle steels is connected to the outer wall of the angle steel by welding. The purpose of setting the reinforced positioning bar is to prevent the displacement or deformation of the four angle steels.

在每个角钢上设置有一个导向支架连接板,所述的导向支架连接板上设置有螺纹孔。进一步的,导向支架连接板焊接在角钢的直角外壁,在同一个角钢上,导向支架连接板的焊接点与加强定位杆的焊接点不在同一面,导向支架连接板由两块钢板连接构成,钢板之间的夹角为90°,在每个导向支架连接板上都设置有一个螺纹孔,将螺栓穿过两个相邻的导向支架连接板上的螺纹孔,然后用螺母固定,采用这样的方式把两个高程调整机构连接起来。另外,还可以在导向支架连接板之间添加多个橡胶密封圈或铁圈,这样可以用于安放不同体积的格构柱。A guide bracket connecting plate is arranged on each angle steel, and a threaded hole is arranged on the guide bracket connecting plate. Further, the connecting plate of the guide bracket is welded on the right-angle outer wall of the angle steel. On the same angle steel, the welding point of the connecting plate of the guide bracket is not on the same side as the welding point of the reinforced positioning bar. The connecting plate of the guide bracket is composed of two steel plates connected together. The angle between them is 90°, and a threaded hole is provided on each guide bracket connecting plate, and the bolts are passed through the threaded holes on two adjacent guide bracket connecting plates, and then fixed with nuts, such The method connects two elevation adjustment mechanisms. In addition, multiple rubber sealing rings or iron rings can also be added between the connecting plates of the guide bracket, which can be used to accommodate lattice columns of different volumes.

所述角钢的直角内壁与格构柱外壁之间的距离为0.5~1cm。进一步的,将角钢的直角内壁与格构柱外壁之间的距离为0.5~1cm,既便于顺利下方格构柱,又能最大限度保证格构柱平面x、y方向准确。The distance between the right angle inner wall of the angle steel and the outer wall of the lattice column is 0.5-1 cm. Further, the distance between the right-angled inner wall of the angle steel and the outer wall of the lattice column is 0.5-1 cm, which not only facilitates the smooth lowering of the lattice column, but also ensures the accuracy of the plane x and y directions of the lattice column to the greatest extent.

在地上支架还包括标高控制装置,所述标高控制装置与设置在格构柱上的吊环相匹配。进一步的,设置在格构柱上的吊环为一个长螺杆制成,将长螺杆的一端设置成“U”型,“U”型端与位于地上支架中的标高控制装置相匹配,另一端焊接在格构柱内壁。通过调整吊环的“U”型来调整格构柱,在导向支架的约束下,缓慢下方格构柱,至设计标高位置,在吊环内插入型钢担在导向支架上部。The above-ground support also includes an elevation control device, which is matched with the suspension rings arranged on the lattice columns. Further, the lifting ring set on the lattice column is made of a long screw rod, and one end of the long screw rod is set in a "U" shape, and the "U"-shaped end matches the elevation control device located in the ground support, and the other end is welded In the inner wall of the lattice column. Adjust the lattice column by adjusting the "U" shape of the lifting ring. Under the constraint of the guide bracket, slowly lower the lattice column to the design elevation position, and insert the shaped steel into the lifting ring to support the upper part of the guide bracket.

本实用新型与现有技术相比,具有如下的优点和有益效果:Compared with the prior art, the utility model has the following advantages and beneficial effects:

1、本实用新型一种深井筒内安放格构柱的导向支架,包括互相连接的地下支架和地上支架,所述地下支架包括两个高程调整机构,两个高程调整机构按照格构柱的结构形式通过螺栓、螺母配合连接,当只安装格构柱时,格构柱沿着定位好的导向支架下放,解决了现有技术中的格构柱在安放时容易出现旋转错位而产生安全隐患的问题;当格构柱底部为抗拔桩或支撑桩结构时,使两个高程调整机构包裹住留在深井口上端的格构柱,并按照格构柱的形式通过螺栓、螺母配合连接成一个整体,接着将形成整体的导向支架沿着定位好的X、Y轴方向线放入深井内,通过这样的方式可达到将格构柱一次性准确定位套住的效果,有利于节省工作时间和人工劳动力,提高工作效率;1. The utility model is a guide support for placing lattice columns in a deep shaft, including underground supports and above-ground supports connected to each other. The underground support includes two elevation adjustment mechanisms, and the two elevation adjustment mechanisms follow the structure of lattice columns. The form is connected by bolts and nuts. When only the lattice column is installed, the lattice column will be lowered along the positioned guide bracket, which solves the potential safety hazard caused by the rotation and misalignment of the lattice column in the prior art. Question: When the bottom of the lattice column is an uplift pile or a support pile structure, the two elevation adjustment mechanisms are wrapped around the lattice column at the upper end of the deep wellhead, and are connected by bolts and nuts in the form of the lattice column to form a Integral, and then put the integrated guide bracket into the deep well along the positioned X and Y axis directions. In this way, the effect of one-time accurate positioning of the lattice column can be achieved, which is conducive to saving working time and Artificial labor, improve work efficiency;

2、本实用新型一种深井筒内安放格构柱的导向支架,所述角钢的直角内壁与格构柱外壁之间的距离为0.5~1cm,这样可以便于顺利下方格构柱,又可以最大限度保证格构柱平面x、y方向准确;2. The utility model is a guide bracket for placing a lattice column in a deep shaft. The distance between the right-angled inner wall of the angle steel and the outer wall of the lattice column is 0.5-1 cm, which can facilitate the smooth lowering of the lattice column, and can also Maximize the accuracy of the x and y directions of the lattice column plane;

3、本实用新型一种深井筒内安放格构柱的导向支架,在每个角钢上设置有一个导向支架连接板,所述的导向支架连接板上设置有螺纹孔,将螺栓穿过两个相邻的导向支架连接板上的螺纹孔,然后用螺母固定,采用这样的方式把两个高程调整机构连接起来,同时还可以在导向支架连接板之间添加多个橡胶密封圈或铁圈,这样可以用于安放不同体积的格构柱。3. The utility model is a guide bracket for placing lattice columns in a deep shaft. A guide bracket connecting plate is provided on each angle steel. The guide bracket connecting plate is provided with threaded holes, and the bolts pass through two The threaded holes on the connecting plates of the adjacent guide brackets are then fixed with nuts. In this way, the two elevation adjustment mechanisms are connected. At the same time, multiple rubber sealing rings or iron rings can be added between the connecting plates of the guide brackets. This can be used to accommodate lattice columns of different volumes.

附图说明Description of drawings

此处所说明的附图用来提供对本实用新型实施例的进一步理解,构成本申请的一部分,并不构成对本实用新型实施例的限定。在附图中:The drawings described here are used to provide a further understanding of the embodiments of the utility model, constitute a part of the application, and do not constitute a limitation to the embodiments of the utility model. In the attached picture:

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2为本实用新型高程调整机构的俯视图。Fig. 2 is a top view of the elevation adjustment mechanism of the present invention.

附图中的标记及对应的部件名称:Marks and corresponding part names in the drawings:

1-槽钢,2-角钢,3-加强定位杆,4-导向支架连接板,5-螺纹孔,6-格构柱,7-标高控制装置,8-吊环。1-channel steel, 2-angle steel, 3-reinforced positioning rod, 4-connecting plate of guide bracket, 5-threaded hole, 6-lattice column, 7-elevation control device, 8-hanging ring.

具体实施方式detailed description

为使本实用新型的目的、技术方案和优点更加清楚明白,下面结合实施例和附图,对本实用新型作进一步的详细说明,本实用新型的示意性实施方式及其说明仅用于解释本实用新型,并不作为对本实用新型的限定。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the examples and accompanying drawings. The schematic implementation of the utility model and its description are only used to explain the utility model Novelty, not as a limitation to the utility model.

实施例Example

如图1、图2所示,本实用新型一种深井筒内安放格构柱的导向支架,包括互相连接的地下支架和地上支架,所述地下支架包括两个高程调整机构,两个高程调整机构按照格构柱6的结构形式通过螺栓、螺母配合连接;所述地上支架包括两个槽钢1,每个槽钢1与每个高程调整机构连接。所述的每个高程调整机构包括两个角钢2和设置在两个角钢2之间的数个加强定位杆3。在每个角钢2上设置有一个导向支架连接板4,所述的导向支架连接板4上设置有螺纹孔5。所述角钢2的直角内壁与格构柱6外壁之间的距离为0.5~1cm。在地上支架还包括标高控制装置7,所述标高控制装置7与设置在格构柱6上的吊环8相匹配。As shown in Fig. 1 and Fig. 2, the utility model is a guide support for placing lattice columns in a deep wellbore, which includes an underground support and an above-ground support connected to each other. The underground support includes two elevation adjustment mechanisms, and two elevation adjustment mechanisms. The mechanism is connected through bolts and nuts according to the structural form of the lattice column 6; the ground support includes two channel steels 1, and each channel steel 1 is connected with each elevation adjustment mechanism. Each elevation adjustment mechanism described above includes two angle steels 2 and several reinforcing positioning rods 3 arranged between the two angle steels 2 . A guide bracket connecting plate 4 is arranged on each angle steel 2 , and a threaded hole 5 is arranged on the guide bracket connecting plate 4 . The distance between the right angle inner wall of the angle steel 2 and the outer wall of the lattice column 6 is 0.5-1 cm. The support on the ground also includes an elevation control device 7 , and the elevation control device 7 is matched with the suspension ring 8 arranged on the lattice column 6 .

本实用新型的工作过程:将两个高程调整机构放于孔口地面上,并将之测量定位准确后,通过螺栓、螺母配合连接使两个高程调整机构固定成一个整体,接着将导向支架放入定好位的坑内,然后将位于地上支架中的槽钢1固定在地面上。启动吊车缓慢下方格构柱,人工很轻松的将格构柱放在导向支架的中间,并在导向支架的约束下,直到格构柱6达到设计标高位置,然后在吊环内插入标高杆控制装置7担住格构柱6。The working process of the utility model: put the two elevation adjustment mechanisms on the ground of the orifice, and after measuring and positioning them accurately, the two elevation adjustment mechanisms are fixed into a whole through the joint connection of bolts and nuts, and then the guide bracket is placed Into the well-positioned pit, then the channel steel 1 positioned in the support on the ground is fixed on the ground. Start the crane to slowly lower the lattice column, manually place the lattice column in the middle of the guide bracket, and under the constraints of the guide bracket, until the lattice column 6 reaches the design elevation position, then insert the elevation rod into the suspension ring to control The device 7 supports the lattice column 6 .

接着灌注坑内桩的混凝土,使格构柱6部分的坑内用沙子填满,这样便于以后基坑开挖时,容易挖出格构柱6,挖出的格构柱6完好,最后取出导向支架。Then pour the concrete of the pile in the pit, so that the pit of the lattice column 6 is filled with sand, so that when the foundation pit is excavated, it is easy to dig out the lattice column 6, and the excavated lattice column 6 is intact, and finally take out the guide bracket .

实施例2:Example 2:

如图1至图2所示的一种深井筒内安放格构柱的导向支架,在实施例1的基础上,当构柱底部为抗拔桩或支撑桩结构时,在安放格构柱6前需要将桩钢筋笼与格构柱6底部固定在一起,先安放钢筋笼和部分格构柱6至坑内,地面留约3-5m长度的格构柱6,然后将两个高程调整机构放于孔口地面上,并将之测量定位准确后,使两个高程调整机构夹住格构柱6,再通过螺栓、螺母配合连接使两个高程调整机构固定成一个整体,接着采用吊车与人工配合慢慢调整导向支架的位置,使导向支架与定位好的X、Y轴方向线一致,然后将位于地上支架中的槽钢1固定在地面上。在导向支架的约束下,启动吊车缓慢下方格构柱,直到格构柱6达到设计标高位置,然后在吊环内插入标高杆控制装置7担住格构柱6。As shown in Figures 1 to 2, a guide bracket for placing lattice columns in a deep shaft, on the basis of Example 1, when the bottom of the structure column is an uplift pile or a support pile structure, the lattice column 6 It is necessary to fix the pile reinforcement cage and the bottom of the lattice column 6 together first, place the reinforcement cage and part of the lattice column 6 into the pit, leave a lattice column 6 with a length of about 3-5m on the ground, and then place the two elevation adjustment mechanisms On the ground of the orifice, and after the measurement and positioning are accurate, the two elevation adjustment mechanisms are clamped to the lattice column 6, and then the two elevation adjustment mechanisms are fixed into a whole through bolts and nuts, and then the crane and manual Cooperate with slowly adjusting the position of the guide bracket so that the guide bracket is consistent with the positioned X and Y axis directions, and then fix the channel steel 1 in the ground bracket on the ground. Under the constraints of the guide bracket, start the crane to slowly lower the lattice column until the lattice column 6 reaches the design elevation position, and then insert the elevation rod control device 7 into the lifting ring to support the lattice column 6.

以上所述的具体实施方式,对本实用新型的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本实用新型的具体实施方式而已,并不用于限定本实用新型的保护范围,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The specific embodiments described above have further described the purpose, technical solutions and beneficial effects of the present utility model in detail. Within the protection scope of the utility model, any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the utility model shall be included in the protection scope of the utility model.

Claims (5)

1.一种深井筒内安放格构柱的导向支架,包括互相连接的地下支架和地上支架,其特征在于,所述地下支架包括两个高程调整机构,两个高程调整机构按照格构柱(6)的结构形式通过螺栓、螺母配合连接;所述地上支架包括两个槽钢(1),每个槽钢(1)与每个高程调整机构连接。1. a guide support for placing lattice columns in a deep shaft, comprising interconnected underground supports and above-ground supports, is characterized in that, said underground support comprises two elevation adjustment mechanisms, and two elevation adjustment mechanisms follow the lattice column ( 6) The structural form is connected through bolts and nuts; the ground support includes two channel steels (1), and each channel steel (1) is connected with each elevation adjustment mechanism. 2.根据权利要求1所述的一种深井筒内安放格构柱的导向支架,其特征在于,所述的每个高程调整机构包括两个角钢(2)和设置在两个角钢(2)之间的数个加强定位杆(3)。2. A guide bracket for placing lattice columns in a deep shaft according to claim 1, characterized in that, each of the elevation adjustment mechanisms includes two angle steels (2) and is arranged on two angle steels (2) Several reinforcing positioning rods (3) between. 3.根据权利要求2所述的一种深井筒内安放格构柱的导向支架,其特征在于,在每个角钢(2)上设置有一个导向支架连接板(4),所述的导向支架连接板(4)上设置有螺纹孔(5)。3. A guide bracket for laying lattice columns in a deep shaft according to claim 2, characterized in that, each angle steel (2) is provided with a guide bracket connecting plate (4), and the guide bracket Threaded holes (5) are arranged on the connecting plate (4). 4.根据权利要求2所述的一种深井筒内安放格构柱的导向支架,其特征在于,所述角钢(2)的直角内壁与格构柱(6)外壁之间的距离为0.5~1cm。4. A guide bracket for placing lattice columns in a deep shaft according to claim 2, characterized in that the distance between the right-angled inner wall of the angle steel (2) and the outer wall of the lattice column (6) is 0.5- 1cm. 5.根据权利要求1所述的一种深井筒内安放格构柱的导向支架,其特征在于,在地上支架还包括标高控制装置(7),所述标高控制装置(7)与设置在格构柱(6)上的吊环(8)相匹配。5. A guide bracket for placing lattice columns in a deep wellbore according to claim 1, characterized in that, the ground bracket also includes an elevation control device (7), and the elevation control device (7) is connected to the lattice column. The suspension ring (8) on the construction column (6) matches.
CN201720003792.7U 2017-01-03 2017-01-03 The guiding trestle of lattice column is laid in a kind of deep well Expired - Fee Related CN206346199U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107401167A (en) * 2017-08-21 2017-11-28 浙江海洋大学 A kind of construction method of lattice column locating guide device and application locating guide device
CN107503353A (en) * 2017-10-10 2017-12-22 山东省路桥集团有限公司 Pile foundation steel bar cage off normal and inclination preventing mean and method
CN111287202A (en) * 2019-12-24 2020-06-16 中铁十六局集团有限公司 Guide frame system and construction method for controlling centering error of lattice column of subway station
CN117468736A (en) * 2023-11-08 2024-01-30 中交一航局华南工程有限公司 Lattice column limiting device and construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107401167A (en) * 2017-08-21 2017-11-28 浙江海洋大学 A kind of construction method of lattice column locating guide device and application locating guide device
CN107401167B (en) * 2017-08-21 2019-04-05 浙江海洋大学 A kind of lattice column locating guide device and the construction method using locating guide device
CN107503353A (en) * 2017-10-10 2017-12-22 山东省路桥集团有限公司 Pile foundation steel bar cage off normal and inclination preventing mean and method
CN111287202A (en) * 2019-12-24 2020-06-16 中铁十六局集团有限公司 Guide frame system and construction method for controlling centering error of lattice column of subway station
CN111287202B (en) * 2019-12-24 2025-01-24 中铁十六局集团有限公司 Construction method for centering error control of guide frame system and lattice column of subway station
CN117468736A (en) * 2023-11-08 2024-01-30 中交一航局华南工程有限公司 Lattice column limiting device and construction method

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