CN118007943A - Shape-changeable pouring filling device and application method thereof - Google Patents
Shape-changeable pouring filling device and application method thereof Download PDFInfo
- Publication number
- CN118007943A CN118007943A CN202410186649.0A CN202410186649A CN118007943A CN 118007943 A CN118007943 A CN 118007943A CN 202410186649 A CN202410186649 A CN 202410186649A CN 118007943 A CN118007943 A CN 118007943A
- Authority
- CN
- China
- Prior art keywords
- filling
- square
- modules
- pouring
- basic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D15/00—Props; Chocks, e.g. made of flexible containers filled with backfilling material
- E21D15/48—Chocks or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Wood Science & Technology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
本发明公开了一种可变换形状的浇筑充填装置及其使用方法,该装置包括四个完全相同的基础模块,该基础模块外侧为长方体结构,内侧的形状为圆弧结构,每一个模块的圆弧对应的圆心角为90°,每个模块一端设有一个方形凸块,另一端设有开口超外侧的两个方形凹槽,基础模块的方形凹槽与相邻的基础模块的方形凸块配合使用;四个基础模块中其中一块基础模块的上部中心设有浇筑口,用于浇筑充填材料。本发明提供的充填装置,可以在圆形和方形两种形状间相互转换,提高了充填开采结构的使用灵活性和适应性,可以根据工程所需以及不同形态充填柱的特点调整形态;基础模块可批量生产,施工方便;拆卸及拼装简便,提高了工作效率。
The present invention discloses a pouring and filling device with a changeable shape and a method for using the same. The device includes four completely identical basic modules. The outside of the basic module is a rectangular parallelepiped structure, and the inside is an arc structure. The arc of each module corresponds to a central angle of 90°. Each module is provided with a square protrusion at one end and two square grooves with openings beyond the outside at the other end. The square grooves of the basic module are used in conjunction with the square protrusions of the adjacent basic modules. A pouring port is provided at the upper center of one of the four basic modules for pouring filling materials. The filling device provided by the present invention can be converted between circular and square shapes, thereby improving the flexibility and adaptability of the filling and mining structure. The shape can be adjusted according to the needs of the project and the characteristics of filling columns of different shapes. The basic modules can be mass-produced and are easy to construct. They are easy to disassemble and assemble, thereby improving work efficiency.
Description
技术领域Technical Field
本发明涉及一种可变换形状的浇筑充填装置及其使用方法,属于充填开采领域。The invention relates to a pouring and filling device with changeable shape and a use method thereof, belonging to the field of filling mining.
背景技术Background technique
基于当前我国对于三下(水体铁路、城市、乡村)遗留于煤炭资源的开采需求增大,近年来,为了解决三下(建筑下、水体下、铁路下)压煤和边角残煤等资源开采问题,充填开采的生态保护性开采技术应运而生,其重要性日益凸显。然而,我国的充填开采技术仍面临诸多挑战,如:一是充填作业对采煤速度、出煤量以及煤炭生产效益产生影响;二是充填材料短缺,大规模充填开采所需的矸石量严重不足;三是充填作业成本过高,无法满足低碳的绿色开采要求。柱式充填开采技术正是部分充填技术的一种体现。结构充填的设计原则为:直接顶不发生破断且变形量在允许范围内、充填体抗压强度足够大且能长期稳定承载。根据此原则确定了结构充填的关键位置为:特殊地质构造区、围岩应力集中区、直接顶最大受力处、直接顶最大变形处和充填体自身薄弱点等,因此,在实际的施工过程中,充填柱的形态对其性能有着显著的影响,施工方可以分析不同充填区域对于围岩特性、承载能力、抗剪能力、抗弯能力等性能的要求,同时结合圆形充填柱均匀受力,表面积相对较少,但稳定性差,方形充填柱稳定性好,对角线效应较小,材料分布更均匀,但表面积大以及充填过程边缘会出现材料堆积,影响整体的性能等特点,在不同的充填区域选择不同形态的充填柱,提高充填的的支撑效果和安全性能。为了有效应对充填开采中充填柱浇筑养护装置的运输效率问题、工作面环境恶劣,导致的顶板状况变化而导致所需不同形态的充填柱、以及充填柱浇筑程序的繁琐问题,同时节省模具制造的成本,利于资源的回收利用,构思了本发明。Based on the current increasing demand for mining coal resources left over from the three areas (water bodies, railways, cities, and villages) in my country, in recent years, in order to solve the mining problems of compressed coal and residual coal from corners in the three areas (under buildings, under water bodies, and under railways), the ecological protection mining technology of backfill mining has emerged, and its importance has become increasingly prominent. However, my country's backfill mining technology still faces many challenges, such as: first, the backfilling operation affects the coal mining speed, coal output, and coal production efficiency; second, there is a shortage of backfilling materials, and the amount of gangue required for large-scale backfilling mining is seriously insufficient; third, the cost of backfilling operations is too high, which cannot meet the requirements of low-carbon green mining. Column backfilling mining technology is a manifestation of partial backfilling technology. The design principle of structural backfilling is: the direct top does not break and the deformation is within the allowable range, the backfilling body has sufficient compressive strength and can bear long-term stable loads. According to this principle, the key positions of structural filling are determined as follows: special geological structure areas, surrounding rock stress concentration areas, the maximum stress point of the direct top, the maximum deformation point of the direct top and the weak points of the filling body itself, etc. Therefore, in the actual construction process, the shape of the filling column has a significant impact on its performance. The construction party can analyze the requirements of different filling areas for surrounding rock characteristics, bearing capacity, shear resistance, bending resistance and other performances. At the same time, combined with the uniform stress of circular filling columns, relatively small surface area, but poor stability, square filling columns have good stability, small diagonal effect, more uniform material distribution, but large surface area and material accumulation at the edge of the filling process, affecting the overall performance, etc., different forms of filling columns are selected in different filling areas to improve the support effect and safety performance of the filling. In order to effectively deal with the transportation efficiency problems of the filling column casting and maintenance device in the filling mining, the poor working surface environment, the changes in the roof conditions, the required filling columns of different shapes, and the cumbersome problems of the filling column casting procedure, while saving the cost of mold manufacturing and facilitating the recycling of resources, the present invention is conceived.
发明内容Summary of the invention
本发明旨在提供一种可变换形状的浇筑充填装置及其使用方法,能够根据工程实际需求进行形态转换,提高其使用灵活性和适应性。The present invention aims to provide a shape-changing pouring and filling device and a method of using the same, which can transform the shape according to actual engineering needs and improve its flexibility and adaptability.
本发明提供的可变换形状的充填柱装置,采用了一种特殊形状基础模块,基础模块通过前部的方形凸块,与另一模块后部与方形凸块对接的方形凹槽相互嵌套拼装,使得充填柱可以在圆形和方形的形态之间进行转换。该充填装置在具体的施工过程中,针对不同充填区域的具体工况,选择不同形态的充填柱,提高充填的效果;改善充填工程的质量,延长工程使用寿命,提高施工效率,能够减少充填工作量和充填材料使用量,降低充填成本,提高生产效率,更加灵活便捷。The shape-changing filling column device provided by the present invention adopts a basic module of a special shape. The basic module is assembled by nesting a square convex block at the front with a square groove at the rear of another module that docks with the square convex block, so that the filling column can be converted between a circular shape and a square shape. In the specific construction process, the filling device selects filling columns of different shapes according to the specific working conditions of different filling areas to improve the filling effect, improve the quality of the filling project, extend the service life of the project, and improve the construction efficiency. It can reduce the filling workload and the amount of filling materials used, reduce the filling cost, improve production efficiency, and be more flexible and convenient.
本发明的设计出发点:①为了便于矿井下充填作业,模具可大批量生产,便于拆卸;在做好结构固定条件下,可以采用木材以及钢材等常见材料;②使用该充填装置进行浇筑,考虑圆形及方形的充填柱都有各自的优点及缺点,因此可以根据工程中不同区域的工况需求选择所需的充填柱的形状;③本发明采用的间隔固定距离的柱式充填开采技术,以特殊地质构造区、围岩应力集中区为例,此区域围岩条件较为复杂,需要充填体具有良好的适应性和较高的稳定性,圆形充填柱具有均匀的应力分布,可以有效地承受来自围岩的径向压力,减少应力集中现象。此外,圆形结构在抵抗剪切和弯曲方面的性能通常比方形或矩形结构更好,这有助于提高充填体的整体稳定性。但是当充填区域位于空间有限或者需要与采空区边界紧密配合的场合,方形结构在承载方面的优势在于其角部可以更好地抵抗来自围岩的应力。The design starting point of the present invention is: ① In order to facilitate the filling operation in the mine, the mold can be mass-produced and easy to disassemble; under the condition of good structural fixation, common materials such as wood and steel can be used; ② The filling device is used for casting. Considering that the circular and square filling columns have their own advantages and disadvantages, the shape of the required filling column can be selected according to the working conditions of different areas in the project; ③ The columnar filling mining technology with a fixed interval adopted by the present invention takes the special geological structure area and the surrounding rock stress concentration area as an example. The surrounding rock conditions in this area are relatively complex, and the filling body needs to have good adaptability and high stability. The circular filling column has a uniform stress distribution, which can effectively withstand the radial pressure from the surrounding rock and reduce the stress concentration phenomenon. In addition, the circular structure is usually better than the square or rectangular structure in terms of resistance to shear and bending, which helps to improve the overall stability of the filling body. However, when the filling area is located in a limited space or needs to be closely matched with the boundary of the goaf, the square structure has the advantage of bearing capacity in that its corners can better resist the stress from the surrounding rock.
本发明提供的一种可变换形状的浇筑充填装置,包括四个完全相同的基础模块,该基础模块外侧为长方体结构,内侧的形状为圆弧结构,每一个模块的圆弧对应的圆心角为90°,每个模块一端设有一个方形凸块,另一端设有开口超外侧的两个方形凹槽(类似工字钢结构),基础模块的方形凹槽与相邻的基础模块的方形凸块配合使用;四个基础模块中其中一块基础模块的上部中心设有浇筑口,用于浇筑充填材料。The present invention provides a shape-changing pouring and filling device, which includes four completely identical basic modules. The outer side of the basic module is a rectangular structure, and the inner side is an arc structure. The central angle of the arc of each module is 90°. Each module is provided with a square protrusion at one end and two square grooves (similar to an I-beam structure) with openings beyond the outer side at the other end. The square grooves of the basic module are used in conjunction with the square protrusions of adjacent basic modules. A pouring port is provided at the upper center of one of the four basic modules for pouring filling materials.
进一步地,所述基础模块材料选择木制材料,四个基础模块的尺寸形状完全相同,用于拼接圆形或方形充填柱装置,厚度为20-25cm,高度随采高确定,宽度根据充填柱体模板的尺寸确定;四个基础模块分别通过端部的方形凸块与相邻模块设置的方形凹槽相互拼接,通过不同模块的相互拼接,从而得到方形充填装置或圆形充填装置。Furthermore, the basic module material is made of wood, and the sizes and shapes of the four basic modules are exactly the same. They are used to splice circular or square filling column devices, with a thickness of 20-25 cm, a height determined by the mining height, and a width determined according to the size of the filling column template; the four basic modules are spliced with each other through the square protrusions at the ends and the square grooves set in the adjacent modules, and a square filling device or a circular filling device is obtained by splicing different modules with each other.
进一步地,所述方形凹槽与基础模块的侧壁设有螺栓孔,用于拼装时插入螺栓加固整个装置,防止充填时产生内侧力破环整体结构。Furthermore, the square groove and the side wall of the basic module are provided with bolt holes for inserting bolts to reinforce the entire device during assembly to prevent the internal force generated during filling from destroying the overall structure.
进一步地,方形凸块的宽度为5cm,厚度为5cm,方形凸块的上端和下端部分别布置有螺栓孔,该螺栓孔与相邻基础模块的方形凹槽内螺栓孔的位置相对应,通过螺栓将对接好的基础模块连接组合在一起。Furthermore, the width of the square protrusion is 5 cm and the thickness is 5 cm. Bolt holes are arranged at the upper and lower ends of the square protrusion respectively. The bolt holes correspond to the positions of the bolt holes in the square grooves of the adjacent basic modules. The butted basic modules are connected and combined together by bolts.
进一步地,上述方案中方形充填装置,是将所述的四块基础模块的竖直面朝内、通过相互嵌套连接成一个中间为方形填充空腔的框架结构,充填体材料通过浇筑口向中间的方形填充空腔内浇筑;浇筑成方形充填柱。Furthermore, in the above scheme, the square filling device is to connect the four basic modules with their vertical surfaces facing inwards through mutual nesting to form a frame structure with a square filling cavity in the middle, and the filling material is poured into the square filling cavity in the middle through the pouring port; and poured into a square filling column.
进一步地,上述方案中圆形充填装置,是将所述的四块基础模块的圆弧面朝内,通过相互嵌套连接成一个中间为圆形填充空腔的圆形框架结构,充填体材料通过浇筑口向中间的圆形填充空腔内浇筑,浇筑成圆形充填柱。一般来说,模块的尺寸要考虑到填充空间的大小、使用材料的性能以及成本等因素。Furthermore, in the above scheme, the circular filling device is to place the arc surfaces of the four basic modules inwards, and connect them to form a circular frame structure with a circular filling cavity in the middle by nesting each other, and the filling material is poured into the circular filling cavity in the middle through the pouring port to form a circular filling column. Generally speaking, the size of the module should take into account factors such as the size of the filling space, the performance of the material used, and the cost.
进一步地,同一基础模块可拼装成方形充填装置或圆形充填装置,故可根据工程需要,在不同充填区域的工况背景下,根据方形充填柱以及圆形充填柱的特性,将该基础模块变换拼装成方形充填装置或圆形充填装置,从而浇筑成不同形状的充填柱。Furthermore, the same basic module can be assembled into a square filling device or a circular filling device. Therefore, according to the project needs and the working conditions of different filling areas, and based on the characteristics of the square filling columns and the circular filling columns, the basic module can be transformed and assembled into a square filling device or a circular filling device, thereby casting filling columns of different shapes.
进一步地,同一尺寸的基础模块拼接而成的方形填充空腔的框架的尺寸相较于该基础模块拼接而成圆形填充空腔的圆形框架的尺寸更大,因此,可根据实际工程需要,在原有的圆形充填柱的基础上继续使用该基础模块拼装成方形充填装置,可对现有的圆形充填柱进行二次浇筑补强。Furthermore, the size of the square filling cavity frame formed by splicing basic modules of the same size is larger than the size of the circular frame formed by splicing the basic modules into the circular filling cavity. Therefore, according to actual engineering needs, the basic modules can continue to be used to assemble the square filling device on the basis of the original circular filling columns, and the existing circular filling columns can be reinforced by secondary pouring.
本发明提供了上述可变换形状的浇筑充填装置的使用方法,包括以下步骤:The present invention provides a method for using the above-mentioned shape-changing pouring and filling device, comprising the following steps:
(1)根据实际工程充填率需求,计算出充填体的实际尺寸以及各个充填体的距离;(1) Calculate the actual size of the filling body and the distance between each filling body according to the actual filling rate requirements of the project;
(2)根据实际工程需要选择合理的基础模板,如在一特定工程中采用充填尺寸 21m*2 1m*4.5m方形充填柱以及直径为2m,高度为4.5m圆形充填柱,故采用宽度为2.3m,厚度为25cm,高度为4.5m的基础模块;(2) Select a reasonable foundation template according to the actual project needs. For example, in a specific project, a square filling column with a filling size of 21m*2 1m*4.5m and a circular filling column with a diameter of 2m and a height of 4.5m are used, so a foundation module with a width of 2.3m, a thickness of 25cm and a height of 4.5m is used;
(3)根据工程测算以及实际充填模具摆放位置标点,将基础模块运送至采煤工作面,需要两人以上进行拼装;若需采用方形充填装置,是将所述的四块基础模块的竖直面朝内、通过相互嵌套连接成一个中间为方形填充空腔的框架结构;若需采用圆形充填装置,是将所述的四块基础模块的圆弧面朝内,通过相互嵌套连接成一个中间为圆形填充空腔的圆形框架结构;(3) According to the engineering calculation and the actual filling mold placement mark, the basic module is transported to the coal mining face, and more than two people are required to assemble it; if a square filling device is required, the vertical surfaces of the four basic modules are facing inwards and connected by mutual nesting to form a frame structure with a square filling cavity in the middle; if a circular filling device is required, the arc surfaces of the four basic modules are facing inwards and connected by mutual nesting to form a circular frame structure with a circular filling cavity in the middle;
(4)装置拼装完成,检查稳定性后将螺栓插入相邻模块的螺栓孔内加固装置;(4) After the device is assembled and the stability is checked, the bolts are inserted into the bolt holes of the adjacent modules to reinforce the device;
(5)根据施工要求,将充填材料通过浇筑口倒入充填装置中进行浇筑;(5) According to the construction requirements, pour the filling material into the filling device through the pouring port for pouring;
(6)施工完成后将装置进行拆除,先将装置的螺栓松动并取出,将装置拆解成四个基础模块,并清理干净。(6) After the construction is completed, the device will be dismantled. First, loosen and remove the bolts of the device, disassemble the device into four basic modules, and clean them.
本发明的有益效果:Beneficial effects of the present invention:
(1)本发明提供的充填装置,可以在圆形和方形两种形状间相互转换,提高了充填开采结构的使用灵活性和适应性,可以根据工程所需以及不同形态充填柱的特点调整形态,适应性强;(1) The filling device provided by the present invention can be converted between round and square shapes, which improves the flexibility and adaptability of the filling mining structure. The shape can be adjusted according to the requirements of the project and the characteristics of filling columns of different shapes, and has strong adaptability;
(2)基础模块可批量生产,施工方便;(2) The basic modules can be mass-produced and the construction is convenient;
(3)拆卸及拼装简便,可以方便地调整和控制充填柱的形态和位置,提高工作效率。(3) Easy disassembly and assembly, the shape and position of the filling column can be easily adjusted and controlled to improve work efficiency.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1 是本发明可转换方形和圆形的充填装置的基础模块结构示意图;FIG1 is a schematic diagram of the basic module structure of a convertible square and circular filling device of the present invention;
图2是含有浇筑口的基础模块结构示意图;FIG2 is a schematic diagram of the basic module structure including a pouring port;
图 3 是本发明基础模块拼装成方形充填装置结构示意图;FIG3 is a schematic diagram of the structure of a square filling device assembled from basic modules of the present invention;
图 4 是本发明基础模块拼装成圆形充填装置结构示意图;FIG4 is a schematic diagram of the structure of a circular filling device assembled from basic modules of the present invention;
图5 在圆形充填柱上二次浇筑成方形充填柱的结构示意图;Fig. 5 is a schematic diagram of the structure of a square filling column cast on a circular filling column for the second time;
图6 是实施例3根据不同工况变换使用圆形充填柱与方形充填柱效果图;FIG6 is a diagram showing the effect of using circular filling columns and square filling columns according to different working conditions in Example 3;
图7 是实施例4在现有的圆形充填柱上二次浇筑成方形充填柱补强效果图。FIG. 7 is a diagram showing the reinforcement effect of a square filling column formed by secondary casting on an existing circular filling column in Example 4.
图中:1、基础模块,2、方形凹槽,3、方形凸块,4、螺栓孔,5、螺栓,6、浇筑口。In the figure: 1. basic module, 2. square groove, 3. square protrusion, 4. bolt hole, 5. bolt, 6. pouring port.
具体实施方式Detailed ways
以下结合附图和实施例对本发明进行详细描述:The present invention is described in detail below with reference to the accompanying drawings and embodiments:
如图1~5所示,本发明提供了一种可变换方形和圆形形状的浇筑充填装置,包括四个完全相同的基础模块1,该基础模块1外侧为长方体结构,内侧的形状为圆弧结构,每一个模块的圆弧对应的圆心角为90°,每个模块一端设有一个方形凸块3,另一端设有开口超外侧的两个方形凹槽2(类似工字钢结构),基础模块的方形凹槽2与相邻的基础模块的方形凸块3配合使用;四个基础模块中其中一块基础模块的上部中心设有浇筑口6,用于浇筑充填材料。As shown in Figures 1 to 5, the present invention provides a casting and filling device that can be transformed into square and circular shapes, including four completely identical basic modules 1. The outer side of the basic module 1 is a rectangular parallelepiped structure, and the inner side is an arc structure. The central angle corresponding to the arc of each module is 90°. Each module is provided with a square protrusion 3 at one end and two square grooves 2 (similar to an I-beam structure) with openings beyond the outer side at the other end. The square grooves 2 of the basic module are used in conjunction with the square protrusions 3 of the adjacent basic modules; a casting port 6 is provided at the upper center of one of the four basic modules for casting filling materials.
进一步地,所述基础模块1的材料选择木制材料,四个基础模块的尺寸形状完全相同,用于拼接圆形或方形充填柱装置,厚度为20-25cm,高度随采高确定,宽度根据充填柱体模板的尺寸确定;四个基础模块分别通过端部的方形凸块与相邻模块设置的方形凹槽相互拼接,通过不同模块的相互拼接,从而得到方形充填装置或圆形充填装置。Furthermore, the material of the basic module 1 is selected from wood, and the sizes and shapes of the four basic modules are exactly the same. They are used to splice circular or square filling column devices, with a thickness of 20-25 cm, a height determined by the mining height, and a width determined according to the size of the filling column template; the four basic modules are spliced with each other through the square protrusions at the ends and the square grooves set in the adjacent modules, and a square filling device or a circular filling device is obtained by splicing different modules with each other.
进一步地,所述方形凹槽与基础模块的侧壁设有螺栓孔4,用于拼装时插入螺栓加固整个装置,防止充填时产生内侧力破环整体结构。Furthermore, the square groove and the side wall of the basic module are provided with bolt holes 4 for inserting bolts to reinforce the entire device during assembly to prevent the internal force generated during filling from destroying the overall structure.
进一步地,方形凸块3的宽度为5cm,厚度为5cm,方形凸块的上端和下端部分别布置有螺栓孔4,该螺栓孔与相邻基础模块的方形凹槽2内螺栓孔的位置相对应,通过螺栓将对接好的基础模块连接组合在一起。Furthermore, the width of the square protrusion 3 is 5 cm and the thickness is 5 cm. Bolt holes 4 are arranged at the upper and lower ends of the square protrusion respectively. The bolt holes correspond to the positions of the bolt holes in the square grooves 2 of the adjacent basic modules. The butted basic modules are connected and combined together by bolts.
进一步地,上述方案中方形充填装置,是将所述的四块基础模块的竖直面朝内、通过相互嵌套连接成一个中间为方形填充空腔的框架结构,如图3所示,充填体材料通过浇筑口向中间的方形填充空腔内浇筑;浇筑成方形充填柱。Furthermore, in the above scheme, the square filling device is to connect the four basic modules with their vertical surfaces facing inwards through mutual nesting to form a frame structure with a square filling cavity in the middle, as shown in Figure 3, and the filling material is poured into the square filling cavity in the middle through the pouring port; and poured into a square filling column.
进一步地,上述方案中圆形充填装置,是将所述的四块基础模块的圆弧面朝内,通过相互嵌套连接成一个中间为圆形填充空腔的圆形框架结构,如图4所示,充填体材料通过浇筑口向中间的圆形填充空腔内浇筑,浇筑成圆形充填柱。一般来说,模块的尺寸要考虑到填充空间的大小、使用材料的性能以及成本等因素。Furthermore, in the above scheme, the circular filling device is to place the arc surfaces of the four basic modules inwards, and connect them to form a circular frame structure with a circular filling cavity in the middle by nesting each other, as shown in Figure 4, and the filling material is poured into the circular filling cavity in the middle through the pouring port to form a circular filling column. Generally speaking, the size of the module should take into account factors such as the size of the filling space, the performance of the material used, and the cost.
进一步地,同一基础模块可拼装成方形充填装置或圆形充填装置,故可根据工程需要,在不同充填区域的工况背景下,根据方形充填柱以及圆形充填柱的特性,将该基础模块变换拼装成方形充填装置或圆形充填装置,从而浇筑成不同形状的充填柱。Furthermore, the same basic module can be assembled into a square filling device or a circular filling device. Therefore, according to the project needs and the working conditions of different filling areas, and based on the characteristics of the square filling columns and the circular filling columns, the basic module can be transformed and assembled into a square filling device or a circular filling device, thereby casting filling columns of different shapes.
进一步地,同一尺寸的基础模块拼接而成的方形填充空腔的框架的尺寸相较于该基础模块拼接而成圆形填充空腔的圆形框架的尺寸更大,因此,可根据实际工程需要,在原有的圆形充填柱的基础上继续使用该基础模块拼装成方形充填装置,可对现有的圆形充填柱进行二次浇筑补强。Furthermore, the size of the square filling cavity frame formed by splicing basic modules of the same size is larger than the size of the circular frame formed by splicing the basic modules into the circular filling cavity. Therefore, according to actual engineering needs, the basic modules can continue to be used to assemble the square filling device on the basis of the original circular filling columns, and the existing circular filling columns can be reinforced by secondary pouring.
具体充填过程通过下述实施例进一步说明。The specific filling process is further illustrated by the following examples.
实施例1Example 1
(1)以在某煤矿中,采空区高度为2m,埋深为500m,伪顶为泥岩,厚度约0.2m;直接顶为砂质岩和粉砂岩,厚度约5m;底板为粉砂岩。现需要对采空区部分充填,根据实际工程充填率需求,计算出所需充填体的实际尺寸;(1) In a coal mine, the goaf is 2m high and 500m deep. The pseudo roof is mudstone with a thickness of about 0.2m; the direct roof is sandstone and siltstone with a thickness of about 5m; the floor is siltstone. Now it is necessary to partially fill the goaf. According to the actual engineering filling rate requirements, the actual size of the required filling body is calculated;
(2)根据实际工程需要选择合理的基础模块,如在该工程中选用充填尺寸半径为1m圆形充填柱,故选择宽度为2.3m,厚度为25cm以及高度为2m的基础模块,四个模块的弧形结构拼接所对应圆的半径为1m。(2) Select reasonable basic modules according to the actual project needs. For example, in this project, a circular filling column with a filling radius of 1m is selected, so a basic module with a width of 2.3m, a thickness of 25cm and a height of 2m is selected. The radius of the circle corresponding to the arc structure splicing of the four modules is 1m.
(3)根据工程测算以及实际模具摆放位置标点,将模具运送至采煤工作面,需要两人以上进行拼装;将所述的四块基础模块的圆弧面朝内,通过相互嵌套连接成一个中间为圆形填充空腔的圆形框架结构(如图4所示),拼装完成后将螺旋杆插入螺栓孔进行连接,并用螺母加固,检查稳定性后准备进行浇筑;(3) According to the engineering calculation and the actual mold placement mark, the mold is transported to the coal mining face, which requires more than two people to assemble; the arc surfaces of the four basic modules are facing inward, and they are nested and connected to form a circular frame structure with a circular filling cavity in the middle (as shown in Figure 4). After the assembly is completed, the spiral rod is inserted into the bolt hole for connection, and reinforced with nuts. After checking the stability, it is ready to be poured;
(4)根据工程的材料配比要求进行浇筑,圆形模板充填口在终凝前可进行水汽喷洒加快凝固 速度;(4) Casting shall be carried out according to the material ratio requirements of the project. Water vapor can be sprayed on the filling port of the circular formwork before final setting to accelerate the solidification speed;
(5)充填完成后松动螺栓并取出,随后对充填装置进行拆除,并将其清理干净,回收利用。(5) After filling is completed, loosen the bolts and remove them, then dismantle the filling device, clean it, and recycle it.
实施例2Example 2
(1)需根据实际工程充填率需求,计算出充填体的实际尺寸;(1) The actual size of the filling body needs to be calculated based on the actual filling rate requirements of the project;
(2)根据实际工程需要选择合理的形态的充填装置,如在特定工程中采用充填尺寸2 .5m*2 .5m*4m方形充填柱,因此选择宽度为2.8m,厚度为25cm,高度为4m的基础模块,四个模块拼装后形成尺寸为2 .5m*2 .5m*4m方形填充空腔。(2) Select a reasonable filling device according to the actual project needs. For example, in a specific project, a square filling column with a filling size of 2.5m*2.5m*4m is used. Therefore, a basic module with a width of 2.8m, a thickness of 25cm, and a height of 4m is selected. After assembling four modules, a square filling cavity with a size of 2.5m*2.5m*4m is formed.
(3)根据工程测算以及实际模具摆放位置标点,将模具运送至采煤工作面,需要两人以上进行拼装;将所述的四块基础模块的竖直面朝内、通过相互嵌套连接成一个中间为方形填充空腔的框架结构(如图3所示),拼装完成后将螺旋杆插入螺栓孔进行连接,并用螺母加固,检查稳定性后准备进行浇筑;(3) According to the engineering calculation and the actual mold placement mark, the mold is transported to the coal mining face, which requires more than two people to assemble; the vertical surfaces of the four basic modules are facing inward and connected by nesting each other to form a frame structure with a square filling cavity in the middle (as shown in Figure 3). After the assembly is completed, the spiral rod is inserted into the bolt hole for connection and reinforced with nuts. After checking the stability, it is ready to be poured;
(4)根据工程的材料配比要求进行浇筑,方形充填装置充填口在终凝前可进行水汽喷洒加快凝固速度;(4) Casting is carried out according to the material ratio requirements of the project. The filling port of the square filling device can be sprayed with water vapor to accelerate the solidification speed before final setting;
(5)充填完成后松动螺栓并取出,随后对充填装置进行拆除,并将其清理干净,回收利用。(5) After filling is completed, loosen the bolts and remove them, then dismantle the filling device, clean it, and recycle it.
实施例3Example 3
(1)某工程中,因现场施工环境变化及施工场地的限制,第一段区域浇筑地带位于居民区,周围楼房及建筑物较多,考虑到圆形充填柱在受力分布上更加均匀,有利于提高结构的稳定性和承载能力。且圆形充填柱的占地面积较小,有利于节省空间。因此在对该段区域进行部分充填浇筑时,需要采用承载性能更好的圆形充填柱。在浇筑第二段区域时,因现场施工场地上方位于公路桥梁地带,考虑到方形充填柱在反复变形和加载过程中表现出更好的抗疲劳性能。在充填过程中,方形充填柱的稳定性较好。由于方形柱的四个角都是直角,因此在充填时,材料更容易填充紧密,使得柱子内部的空隙减少,提高了柱子的整体稳定性。因此在浇筑由圆形充填柱变换为方形充填柱使用,需根据实际工程充填率需求,计算出充填体的实际尺寸(1) In a certain project, due to changes in the on-site construction environment and limitations on the construction site, the first section of the casting area is located in a residential area with many buildings and structures around it. Considering that the circular filling column has a more uniform force distribution, it is beneficial to improve the stability and bearing capacity of the structure. In addition, the circular filling column occupies a smaller area, which is beneficial to saving space. Therefore, when partially filling and casting this section of the area, it is necessary to use circular filling columns with better bearing performance. When casting the second section, because the construction site is located above the highway bridge area, it is considered that the square filling column exhibits better fatigue resistance during repeated deformation and loading. During the filling process, the square filling column has better stability. Since the four corners of the square column are right angles, it is easier to fill the material tightly during filling, which reduces the gap inside the column and improves the overall stability of the column. Therefore, when changing from circular filling columns to square filling columns during casting, it is necessary to calculate the actual size of the filling body according to the actual filling rate requirements of the project.
(2)该工程中使用直径为2m、高度为4.5m圆形充填柱;故采用宽度为2.3m,厚度为25cm,高度为4.5m的基础模块,四块基础模块拼装而成的圆形填充空腔直径为2m,高度为4.5m。(2) The project uses circular filling columns with a diameter of 2 m and a height of 4.5 m; therefore, a basic module with a width of 2.3 m, a thickness of 25 cm and a height of 4.5 m is used. The circular filling cavity assembled from four basic modules has a diameter of 2 m and a height of 4.5 m.
(3)根据工程测算以及实际模块摆放位置标点,将模具运送至采煤工作面,需要两人以上进行拼装;将所述的四块基础模块的圆弧面朝内,将模块的方形凸块同相邻模块方形凹槽进行嵌套拼装,通过相互嵌套连接成一个中间为圆形填充空腔的圆形框架结构(如图4所示),拼装完成后将螺旋杆插入螺栓,检查稳定性后准备进行浇筑;(3) According to the engineering calculation and the actual module placement mark, the mold is transported to the coal mining face, which requires more than two people to assemble; the arc surface of the four basic modules is facing inward, and the square protrusions of the modules are nested and assembled with the square grooves of the adjacent modules, and they are connected by mutual nesting to form a circular frame structure with a circular filling cavity in the middle (as shown in Figure 4). After the assembly is completed, the spiral rod is inserted into the bolt, and the stability is checked and then ready for pouring;
(4)根据工程的材料配比要求进行浇筑,圆形装置充填口在终凝前可进行水汽喷洒加快凝固 速度;(4) Casting shall be carried out according to the material ratio requirements of the project. Water vapor can be sprayed at the filling port of the circular device before final setting to accelerate the solidification speed;
(5)工人在浇筑第二段区域时,根据施工过程中的具体工况,需要采用抗疲劳性能更好的方形充填柱提高充填效果,将圆形充填装置拆解并重新拼装成方形充填装置,根据基础模块的尺寸,第二区域浇筑的充填柱为2.05m*2.05m*4.5m方形充填柱。(5) When workers are pouring the second section, according to the specific working conditions during the construction process, they need to use square filling columns with better fatigue resistance to improve the filling effect. The circular filling device is disassembled and reassembled into a square filling device. According to the size of the basic module, the filling columns poured in the second area are 2.05m*2.05m*4.5m square filling columns.
(6)根据工程要求,工人可将圆形模板的螺栓松动,根据嵌套原理将方形充填模板拆卸成四块基础模块;(6) According to the project requirements, workers can loosen the bolts of the circular formwork and disassemble the square filling formwork into four basic modules according to the nesting principle;
(7)根据工程测算以及实际模块摆放位置标点,将模块运送至采煤工作面,需要两人以上进行拼装;将所述的四块基础模块的竖直面朝内、将模块的方形凸块同相邻模块的方形凹槽进进行嵌套拼装,通过相互嵌套连接成一个中间为方形填充空腔的框架结构(如图3所示),拼装完成后将插入螺栓进行加固,检查稳定性后准备进行浇筑;浇筑区域见图6所示。(7) According to the engineering calculation and the actual module placement mark, the modules are transported to the coal mining face, which requires more than two people to assemble; the vertical surfaces of the four basic modules are facing inward, and the square protrusions of the modules are nested with the square grooves of the adjacent modules for assembly. They are nested and connected to form a frame structure with a square filling cavity in the middle (as shown in Figure 3). After the assembly is completed, bolts are inserted for reinforcement. After checking the stability, pouring is prepared; the pouring area is shown in Figure 6.
(8)根据工程的材料配比要求进行浇筑,方形装置充填口在终凝前可进行水汽喷洒加快凝固 速度;(8) Casting shall be carried out according to the material ratio requirements of the project. Water vapor can be sprayed at the filling port of the square device before final setting to accelerate the solidification speed;
(9)充填完成后松动螺栓并取出,随后对充填装置进行拆除,并将其清理干净,回收利用。(9) After filling is completed, loosen the bolts and remove them, then dismantle the filling device, clean it, and recycle it.
实施例4Example 4
(1)某工程中,因施工场地位于居民区,人流量较大,车流量也大,采空区岩性较为复杂,对充填柱溶蚀破坏较大预先浇筑的圆形充填柱不能满足充填柱的抗疲劳性及稳定性的要求,因此需要在现有的圆形充填柱的基础上二次浇筑上一些强度以及耐腐蚀性较高的材料,同时将圆形充填柱二次浇筑成方形充填柱,使得充填柱得到补强,提高充填的质量以及支撑效果。(1) In a certain project, because the construction site is located in a residential area, there is a large flow of people and vehicles, and the rock properties of the goaf are relatively complex, which causes great corrosion damage to the filling columns. The pre-cast circular filling columns cannot meet the requirements of fatigue resistance and stability of the filling columns. Therefore, it is necessary to cast some materials with higher strength and corrosion resistance on the basis of the existing circular filling columns. At the same time, the circular filling columns are cast into square filling columns for the second time, so that the filling columns are reinforced and the filling quality and support effect are improved.
(2)需根据实际工程充填率需求,计算出补强充填体的实际尺寸,如该工程中原有的圆形(2) The actual size of the reinforcement filling body needs to be calculated according to the actual filling rate requirements of the project. For example, the original circular
充填柱尺寸为直径为1.5m,高度为3m,该工程中使用的基础模块宽度为1.8m,厚度为25cm,高度为3m,四块基础模块拼接而成的圆形充填空腔为直径为1.5m,高度为3m;将该基础模块重新进行拼装,得到尺寸为1.55m*1.55m*3m的方形充填空腔,然后进行二次浇筑成1.55m*1.55m*3m方形充填柱进行补强。The dimensions of the filling column are 1.5m in diameter and 3m in height. The basic module used in this project is 1.8m in width, 25cm in thickness and 3m in height. The circular filling cavity formed by four basic modules is 1.5m in diameter and 3m in height. The basic modules are reassembled to obtain a square filling cavity with dimensions of 1.55m*1.55m*3m, which is then cast for a second time into a 1.55m*1.55m*3m square filling column for reinforcement.
(3)根据工程测算以及实际模块摆放位置标点,将模具运送至采煤工作面,需要两人以上进行拼装;工人在预先浇筑的圆形充填柱的四周,将所述的四块基础模块的竖直面朝内、模块的方形凸块同相邻模块的方形凹槽进进行嵌套拼装,通过相互嵌套连接成一个中间为方形填充空腔的框架结构(如图5所示),将拼装完成后插入螺栓加固检查稳定性后准备进行浇筑;浇筑区域见图7所示。(3) According to the engineering calculation and the actual module placement mark, the mold is transported to the coal mining face, which requires more than two people to assemble; workers assemble the four basic modules with their vertical surfaces facing inward and the square protrusions of the modules nested in the square grooves of the adjacent modules around the pre-cast circular filling column, and connect them to form a frame structure with a square filling cavity in the middle (as shown in Figure 5). After the assembly is completed, bolts are inserted to reinforce it and the stability is checked before pouring; the pouring area is shown in Figure 7.
(4)根据工程的材料配比要求进行浇筑,圆形充填装置充填口在终凝前可进行水汽喷洒加快凝固速度;(4) Casting is carried out according to the material ratio requirements of the project. The filling port of the circular filling device can be sprayed with water vapor to accelerate the solidification speed before final setting;
(5)充填完成后松动螺栓并取出,随后对充填装置进行拆除,并将其清理干净,回收利用。(5) After filling is completed, loosen the bolts and remove them, then dismantle the filling device, clean it, and recycle it.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410186649.0A CN118007943A (en) | 2024-02-20 | 2024-02-20 | Shape-changeable pouring filling device and application method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410186649.0A CN118007943A (en) | 2024-02-20 | 2024-02-20 | Shape-changeable pouring filling device and application method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN118007943A true CN118007943A (en) | 2024-05-10 |
Family
ID=90946020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410186649.0A Pending CN118007943A (en) | 2024-02-20 | 2024-02-20 | Shape-changeable pouring filling device and application method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118007943A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119839271A (en) * | 2025-03-21 | 2025-04-18 | 泰兴市联众井盖有限公司 | A shaping die press for well lid processing |
-
2024
- 2024-02-20 CN CN202410186649.0A patent/CN118007943A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119839271A (en) * | 2025-03-21 | 2025-04-18 | 泰兴市联众井盖有限公司 | A shaping die press for well lid processing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105114105A (en) | Steel-concrete composite tunnel lining supporting structure and manufacturing and construction method thereof | |
| CN109295994B (en) | Full-assembly type wind power tower cylinder foundation with combined structure | |
| CN108643219B (en) | A prefabricated transmission line bolt static pressure micro pile foundation and its construction method | |
| CN202543789U (en) | Connection construction between precast pier and bearing platform | |
| CN118007943A (en) | Shape-changeable pouring filling device and application method thereof | |
| CN111749364B (en) | A C-steel-based assembled composite wall and construction method thereof | |
| CN116290075B (en) | Back wall of jacking pipe capable of being used in turnover mode and construction process of back wall | |
| CN215629294U (en) | Bent cap structure and pier | |
| CN113339055B (en) | A filling body pouring and curing device and using method thereof | |
| CN114411964A (en) | Prefabricated steel-concrete composite beam connected by adopting reamed hole bolts and construction method thereof | |
| CN105626098A (en) | Combination type tunnel lining, culvert or underground comprehensive pipe gallery | |
| CN205025475U (en) | Steel - concrete combined type tunnel lining supporting construction | |
| CN220724829U (en) | Double-sided overlapped assembled bridge pier suitable for construction of high and cold and earthquake active areas | |
| CN203756190U (en) | Trolley device for herringbone forked tunnel | |
| CN111486060B (en) | Fan foundation recycling method | |
| CN217150257U (en) | An octagonal working pit support member | |
| CN116607558A (en) | Prefabricated assembled foundation of main transformer equipment of transformer substation and construction method of prefabricated assembled foundation | |
| CN213979016U (en) | A step-type concrete structure pouring formwork | |
| CN108951657A (en) | A kind of pattern foundation pit supporting structure assembled concrete-filled rectangular steel tube diagonal brace | |
| CN212129502U (en) | A joint connection device of reinforced concrete column and steel beam | |
| CN116145721A (en) | A rapid construction method of semi-prefabricated buttress retaining wall | |
| CN213296364U (en) | Connecting piece and supporting beam steel bar assembly for cast-in-place reinforced concrete foundation pit inner support sectional construction | |
| CN211396722U (en) | Shoulder beam type reinforcing structure | |
| CN207597399U (en) | Foundation pit support device | |
| CN219653928U (en) | Detachable rubber shock insulation support connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |