WO2021057388A1 - Apparatus for fabricating concrete shaft wellbore model and usage method - Google Patents

Apparatus for fabricating concrete shaft wellbore model and usage method Download PDF

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Publication number
WO2021057388A1
WO2021057388A1 PCT/CN2020/112274 CN2020112274W WO2021057388A1 WO 2021057388 A1 WO2021057388 A1 WO 2021057388A1 CN 2020112274 W CN2020112274 W CN 2020112274W WO 2021057388 A1 WO2021057388 A1 WO 2021057388A1
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Prior art keywords
cylinder
outer cylinder
model
inner cylinder
shaft
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PCT/CN2020/112274
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French (fr)
Chinese (zh)
Inventor
张黎明
贺可强
孙林娜
丛宇
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青岛理工大学
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/76Moulds
    • B28B21/82Moulds built-up from several parts; Multiple moulds; Moulds with adjustable parts
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/86Cores
    • B28B21/88Cores adjustable, collapsible or expansible
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/38Treating surfaces of moulds, cores, or mandrels to prevent sticking
    • B28B7/384Treating agents
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/38Treating surfaces of moulds, cores, or mandrels to prevent sticking
    • B28B7/388Treating surfaces of moulds, cores, or mandrels to prevent sticking with liquid material, e.g. lubricating

Definitions

  • the invention relates to the technical field of coal mine shaft shafts, in particular to a device for making concrete shaft shaft models and a method of use.
  • coal mine shafts have always been the focus of coal mine safety.
  • Huainan, Huaibei, Xuzhou, and Yanzhou areas there were many concrete shafts in deep alluvial strata where non-mining damage occurred.
  • the above-mentioned damaged wellbore all present the characteristics of vertical fracturing, the tank road cracks are compacted, the concrete surface is peeled off, and the wellbore has no obvious horizontal displacement, distortion, or tilt. Shaft damage not only threatens the lives of coal miners, but also causes huge economic losses to the coal mines.
  • the bottom of the concrete shaft in the deep alluvial zone is located on the bedrock, and there is no foundation settlement problem.
  • the existing manufacturing device has disadvantages such as complicated manufacturing process, inaccurate centering position, serious problems of slurry running and slurry leakage, mold and model sticking together, mold breakage caused by mold removal, and low mold removal success rate.
  • the present invention provides a concrete shaft shaft model making device and a use method, which have the effects of simple operation, accurate centering, no slurry leakage, and high success rate of demoulding.
  • a device for making a model of a concrete shaft shaft comprising an outer cylinder and an inner cylinder sleeved together.
  • a cavity with a circular cross section is formed between the outer cylinder and the inner cylinder. Both ends of the cavity Connect special sleeves respectively, and seal the ends of the outer cylinder and the inner cylinder through the special sleeves;
  • the outer cylinder is provided with a plurality of installation slits of set length along its axial direction, and a snap structure is arranged at the position of the installation seams;
  • the inner cylinder is composed of a plurality of detachable connected cylinders, and adjacent cylinders There is a supporting structure inside.
  • the special sleeve is composed of a first cylinder and a second cylinder with different diameters, and the second cylinder is fixed to one end of the first cylinder, and the other end of the first cylinder is closed after pouring. .
  • the outer diameter of the second cylinder is equal to the inner diameter of the cast wellbore
  • the inner diameter of the first cylinder is equal to the outer diameter of the cast wellbore
  • the buckle structure includes a buckle seat fixed to the installation seam, and a connecting rib inserted into the buckle seat.
  • the supporting structure includes a cross, and the end of the cross is fixedly connected to the inner cylinder through an arc-shaped connecting piece.
  • the cylinders of the inner cylinder are connected end to end through V-shaped grooves.
  • the inner and outer walls of the outer cylinder are both pasted with non-marking tape, and the outer wall of the outer cylinder is provided with a steel hoop.
  • the outer cylinder body is made of polytetrafluoroethylene material
  • the inner cylinder body is made of wood material.
  • a method for using a concrete shaft model making device includes the following steps:
  • Processing the outer cylinder use an angle grinder to process the installation seam along the axis of the outer cylinder, and evenly arrange the buckle structure along both sides of the installation seam;
  • Processing the inner cylinder snap multiple cylinders together, and install a cross inside the cylinder;
  • Pre-spread release agent on the inner wall of the outer cylinder and the outer wall of the inner cylinder (spread petroleum jelly on the inner wall of the outer cylinder, and epoxy resin on the outer wall of the inner cylinder), and let it stand for a set time;
  • the two ends of the inner and outer cylinders of the present invention are connected with special sleeves, which can maintain the stability of the model;
  • the outer cylinder is provided with installation seams, and a buckle structure is set at the position of the installation seams. Pull it out from above and open the buckle seat to detach the inner and outer walls of the wellbore model, which greatly reduces the difficulty of demolding and improves the success rate of model demolding;
  • the inner cylinder of the present invention is a prefabricated wooden thin-walled cylinder, which mainly resists the squeezing force generated during pouring.
  • the hardness of the high-quality thin-walled wooden cylinder and the resistance of the internal wooden cross can be used to avoid inward seepage;
  • Figure 1 is a top view of the first embodiment of the present invention
  • Figure 2 is a partial view of the first embodiment of the present invention
  • Figure 3 is a partial cross-sectional view of the first embodiment of the present invention.
  • Figure 4 is a schematic diagram of the structure of a special casing according to the first embodiment of the invention.
  • Figure 5 is a cross-sectional view of a special casing according to the first embodiment of the present invention.
  • Fig. 6 is a schematic structural diagram of a drainage device according to the first embodiment of the present invention.
  • the prior art has the disadvantages that mold removal can easily lead to model damage, slurry leakage, and inaccurate centering position.
  • the present invention proposes a concrete shaft shaft model making device And how to use it.
  • This embodiment provides a concrete shaft shaft model making device, which is suitable for making most of the shafts of similar materials, heights and thicknesses, including the outer cylinder 1, the inner cylinder 2, the special casing 6 and the supporting structure.
  • the inner cylinder 2 is sleeved inside the outer cylinder 1, and the difference between the inner diameter of the outer cylinder 1 and the outer diameter of the inner cylinder 2 is the thickness of the well wall, which is formed between the inner cylinder 2 and the outer cylinder 1 after pouring
  • the wellbore is poured; the outer cylinder body 1 and the inner cylinder body 2 are equipped with special casing 6 at both ends, and the supporting structure is installed inside the inner cylinder body 2.
  • the outer cylinder 1 of this embodiment is made of polytetrafluoroethylene material
  • the inner cylinder 2 is a wooden thin-walled cylinder.
  • the outer cylinder 1 is provided with a plurality of installation slits distributed at intervals and with a set length along its axial direction to avoid expansion of the outer cylinder 1, and the installation slits are opened by an angle grinder.
  • the length of the installation slit occupies 90% of the height of the outer cylinder 1, and the distance between the installation slit and the upper and lower surfaces of the outer cylinder 1 is the same.
  • a plurality of buckle structures are evenly arranged in each installation seam, and the outer cylinder 1 is fixed by the buckle structures.
  • the buckle structure includes a buckle seat and a connecting rib 4, the buckle seat is a metal patch with a hole, and the metal patches are arranged in groups, and the two metal patches in each group are symmetrical about the installation seam, and the metal patch One end of the metal patch is fixed to the outer cylinder 1, the other end is suspended, and the suspended end of the metal patch has corresponding openings up and down.
  • the connecting ribs 4 pass through each group of metal patch openings of the same installation seam in the vertical direction, and play a buckle function.
  • the connecting ribs 4 are steel bars.
  • the connecting rib 4 can be pulled out, and the buckle seat can be opened to detach the inner and outer walls of the wellbore model, thereby greatly reducing the difficulty of removing the mold and improving the success rate after the model is removed.
  • the manufacturing process is less difficult, and at the same time, the manufacturing time and material cost of waiting materials are reduced.
  • the outer cylinder 1 cannot be completely closed after cutting.
  • non-marking tape is pasted on the inner and outer walls of the outer cylinder 1, and the outer cylinder 1 is installed with steel The hoop imposes lateral restraint to avoid excessive pressure on the non-marking tape and cause leakage.
  • the inner cylinder 2 is composed of multiple detachable connected cylinders.
  • the end of the cylinder is provided with a V-shaped groove.
  • the adjacent cylinders are clamped together through the V-shaped groove, and the cylinder at the end has a V-shaped groove at one end.
  • V-shaped grooves are provided at both ends of the cylinder in the middle, and a supporting structure is installed at the connection position of adjacent cylinders.
  • four cylinders are used for plugging together, and there are three supporting structures inside. It can be understood that in other embodiments, the number of cylinders can be selected according to actual requirements.
  • the supporting structure includes a cross 5 and an arc-shaped connecting piece 3.
  • the four ends of the cross 5 are respectively connected to the arc-shaped connecting piece 3, and are fixedly connected to the inner wall of the inner cylinder 2 through the arc-shaped connecting piece 3.
  • the arc adapts to the inner wall of the inner cylinder 2 and cooperates with the cross 5 to form a stable support.
  • the inner cylinder 2 mainly resists the squeezing force generated during pouring, and the inward seepage can be avoided by using the hardness of the high-quality thin-walled wooden cylindrical pipe itself and the resistance of the internal wooden cross 5.
  • the special sleeve 6 is composed of a first cylinder 7 and a second cylinder 8 with different diameters.
  • the diameter of the first cylinder 7 is larger than that of the second cylinder 8, and the second cylinder 8 is fixed to One end of the first cylinder 7 and the other end of the first cylinder 7 are closed by a circular plate, and closed after the pouring is completed.
  • the outer diameter of the second cylinder 8 is equal to the inner diameter of the cast wellbore, and the inner diameter of the first cylinder 7 is equal to the outer diameter of the cast wellbore.
  • the size of the circular plate of the special sleeve 6 installed at the bottom of the inner cylinder 2 and the outer cylinder 1 can be larger than the diameter of the first cylinder 7.
  • This embodiment provides a method for using a concrete shaft model making device, which includes the following steps:
  • Processing the outer cylinder use an angle grinder to process the installation seam along the 1 axis of the outer cylinder, and evenly arrange the buckle structure along both sides of the installation seam.
  • a non-marking tape is attached to the inner and outer walls of the outer cylinder 1, and a steel band is used to reinforce the outer cylinder 1 outside.
  • Processing the inner cylinder clamp multiple cylinders together, and install the cross 5 inside the cylinder.
  • the Vaseline is applied to the outside in this example Coat the inner wall of the cylinder 1 with epoxy resin on the outer wall of the inner cylinder 2.
  • the inner cylinder and the outer cylinder are clamped into the bottom special sleeve 6 in the same direction.
  • the bottom special sleeve 6 can fix the relative position of the bottom of the inner cylinder 2 and the outer cylinder 1 at the same time.
  • the drainage device includes a solid cylinder placed in the inner layer and a drainage cylinder placed in the outer layer.
  • the lower end of the drainage cylinder is a cylinder with the same diameter as the outer cylinder, and the upper end is a large enough diameter. (It can be determined according to the actual pouring amount)
  • the two cylinders are connected by a tapered inclined surface as a whole.
  • the solid cylinder in the inner layer prevents the material from flowing out of the middle of the inner wall, and the drainage tube enlarges the diameter of the poured material, which greatly increases the pouring speed and reduces the wasted material.
  • the inner cylinder 2 and the outer cylinder 1 are clamped into the top special casing 6 to determine the thickness of the well wall, which avoids the problem of inconsistent well wall thickness due to various reasons during the solidification period.

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  • Manufacturing & Machinery (AREA)
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  • Mechanical Engineering (AREA)
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Abstract

Disclosed are an apparatus for fabricating a concrete shaft wellbore model and a usage method, which solve the problems in the prior art in which mold dismantling easily leads to model damage and slurry leakage, and an inaccurate centering position, and which has the effects of a simple operation, accurate centering, no slurry leakage and a high success rate of mode dismantling. The technical solution thereof is: an outer cylinder and an inner cylinder that are sleeved together are comprised, a cavity that has an annular cross-section is formed between the outer cylinder and the inner cylinder, two ends of the cavity are respectively connected to special sleeves, and end parts of the outer cylinder and the inner cylinder are closed by means of special sleeves; the outer cylinder is provided with a plurality of installation slits of a fixed length along the axial direction thereof, and buckle structures are provided at the locations of the installation slits; the inner cylinder is composed of multi-segment cylinder bodies that are detachably connected, and adjacent cylinder bodies are internally provided with supporting structures.

Description

一种混凝土竖井井筒模型制作装置及使用方法Device for making concrete shaft shaft model and using method 技术领域Technical field
本发明涉及煤矿竖井井筒技术领域,尤其涉及一种混凝土竖井井筒模型制作装置及使用方法。The invention relates to the technical field of coal mine shaft shafts, in particular to a device for making concrete shaft shaft models and a method of use.
背景技术Background technique
煤矿竖井作为联系生产与安全的核心通道,其安全状态一直是煤矿关注焦点。其中,淮南、淮北、徐州、兖州地区相继有多个深厚冲积层地区的混凝土竖井井筒出现非采动破坏。上述破坏井筒均呈现竖向压裂特征,罐道缝被压实,混凝土表层剥落,井筒无明显水平错动、扭曲、倾斜现象。井筒破坏不仅威胁煤矿工人生命安全,还给煤矿造成巨大经济损失。深厚冲积层地区的混凝土井筒底部坐落在基岩上,不存在基础沉降问题。采矿活动和工农业用水导致第四系含水层的水向采空区渗流,底部含水层土体发生固结压缩变形,上覆土层随后发生沉降变形,土层与井筒相互摩擦产生向下的负摩擦力,该摩擦力随土层固结压缩量增大而增大。As the core channel connecting production and safety, coal mine shafts have always been the focus of coal mine safety. Among them, in Huainan, Huaibei, Xuzhou, and Yanzhou areas, there were many concrete shafts in deep alluvial strata where non-mining damage occurred. The above-mentioned damaged wellbore all present the characteristics of vertical fracturing, the tank road cracks are compacted, the concrete surface is peeled off, and the wellbore has no obvious horizontal displacement, distortion, or tilt. Shaft damage not only threatens the lives of coal miners, but also causes huge economic losses to the coal mines. The bottom of the concrete shaft in the deep alluvial zone is located on the bedrock, and there is no foundation settlement problem. Mining activities and industrial and agricultural water caused the water in the Quaternary aquifer to seep into the goaf. The soil at the bottom aquifer undergoes consolidation and compression deformation, and the overlying soil subsequently undergoes settlement and deformation. The friction between the soil and the shaft produces downward negative pressure. Friction, which increases with the consolidation and compression of the soil layer.
目前,虽然学者已经逐步认识到不断增加的竖向负摩擦力可能导致井筒发生破坏,但是尚不能准确回答井筒何时发生破坏。发明人发现,有学者采用数值模拟方法对混凝土井筒的变形破坏过程开展研究,促进了对井筒破坏机制认识,但是数值模拟结果缺乏试验验证。实际煤矿混凝土竖井井筒深度都是几百米,采用真实尺寸的混凝土井筒开展试验并不现实,这就需要将井筒尺寸按比例缩小,开展井筒相似模型试验。井筒相似模型的制作装置已有报道,由于井筒相似模型高度超过1m,而其厚度往往不超过5cm,导致井筒高度与厚度极不协调,进而导致 井筒模型制作和拆模非常困难。但是现有的制作装置存在制作过程复杂、对中位置不准确、跑浆、漏浆问题严重、模具与模型黏在一起、拆模导致模型破损、拆模成功率低等缺点。At present, although scholars have gradually realized that the ever-increasing negative vertical friction may cause damage to the wellbore, they cannot accurately answer when the wellbore is damaged. The inventor found that some scholars used numerical simulation methods to study the deformation and failure process of concrete wellbore, which promoted the understanding of the failure mechanism of the wellbore, but the numerical simulation results lacked experimental verification. The actual coal mine concrete shaft shaft depth is several hundred meters. It is not realistic to use real-size concrete shaft to carry out the test. This requires the shaft size to be scaled down and the shaft similar model test is carried out. The production device of similar wellbore models has been reported. Since the height of similar wellbore models is more than 1m and its thickness is often no more than 5cm, the height and thickness of the wellbore are extremely inconsistent, and the production and removal of the wellbore model is very difficult. However, the existing manufacturing device has disadvantages such as complicated manufacturing process, inaccurate centering position, serious problems of slurry running and slurry leakage, mold and model sticking together, mold breakage caused by mold removal, and low mold removal success rate.
发明内容Summary of the invention
为了克服现有技术的不足,本发明提供了一种混凝土竖井井筒模型制作装置及使用方法,其具有操作简单、对中准确、不漏浆、拆模成功率高的效果。In order to overcome the shortcomings of the prior art, the present invention provides a concrete shaft shaft model making device and a use method, which have the effects of simple operation, accurate centering, no slurry leakage, and high success rate of demoulding.
本发明采用下述技术方案:The present invention adopts the following technical solutions:
一种混凝土竖井井筒模型制作装置,包括套设在一起的外筒体和内筒体,所述外筒体与内筒体之间形成横截面为环形的空腔,所述空腔的两端分别连接特制套管,通过特制套管将外筒体和内筒体的端部封闭;A device for making a model of a concrete shaft shaft, comprising an outer cylinder and an inner cylinder sleeved together. A cavity with a circular cross section is formed between the outer cylinder and the inner cylinder. Both ends of the cavity Connect special sleeves respectively, and seal the ends of the outer cylinder and the inner cylinder through the special sleeves;
其中,所述外筒体沿其轴向开设多个设定长度的安装缝,在安装缝位置设置卡扣结构;所述内筒体由多段可拆卸连接的筒体组成,且相邻筒体内部设有支撑结构。Wherein, the outer cylinder is provided with a plurality of installation slits of set length along its axial direction, and a snap structure is arranged at the position of the installation seams; the inner cylinder is composed of a plurality of detachable connected cylinders, and adjacent cylinders There is a supporting structure inside.
进一步的,所述特制套管由直径不同的第一圆筒和第二圆筒组成,且第二圆筒固定于第一圆筒的一端,所述第一圆筒的另一端浇筑完成后封闭。Further, the special sleeve is composed of a first cylinder and a second cylinder with different diameters, and the second cylinder is fixed to one end of the first cylinder, and the other end of the first cylinder is closed after pouring. .
进一步的,所述第二圆筒的外径等于所浇筑井筒的内径,第一圆筒的内径等于所浇筑井筒的外径。Further, the outer diameter of the second cylinder is equal to the inner diameter of the cast wellbore, and the inner diameter of the first cylinder is equal to the outer diameter of the cast wellbore.
进一步的,所述卡扣结构包括与安装缝固定的卡扣座、插接于卡扣座中的连接筋。Further, the buckle structure includes a buckle seat fixed to the installation seam, and a connecting rib inserted into the buckle seat.
进一步的,所述支撑结构包括十字架,所述十字架端部通过弧形连接件与内筒体固定连接。Further, the supporting structure includes a cross, and the end of the cross is fixedly connected to the inner cylinder through an arc-shaped connecting piece.
进一步的,所述内筒体的筒体之间通过V型槽首尾连接。Further, the cylinders of the inner cylinder are connected end to end through V-shaped grooves.
进一步的,所述外筒体的内、外壁均贴有无痕胶带,且外筒体的外壁设置钢箍。Further, the inner and outer walls of the outer cylinder are both pasted with non-marking tape, and the outer wall of the outer cylinder is provided with a steel hoop.
进一步的,所述外筒体采用聚四氟乙烯材料制成,内筒体采用木质材料。Further, the outer cylinder body is made of polytetrafluoroethylene material, and the inner cylinder body is made of wood material.
一种混凝土竖井井筒模型制作装置的使用方法,包括以下步骤:A method for using a concrete shaft model making device includes the following steps:
加工外筒体:采用角磨机沿外筒体轴线加工安装缝,沿安装缝两侧均匀布置卡扣结构;Processing the outer cylinder: use an angle grinder to process the installation seam along the axis of the outer cylinder, and evenly arrange the buckle structure along both sides of the installation seam;
在外筒体的内外壁贴附无痕胶带,并用钢箍加固于外筒体外侧;Stick non-marking tape on the inner and outer walls of the outer cylinder, and use steel hoops to reinforce it on the outside of the outer cylinder;
加工内筒体:将多个筒体卡合在一起,并在筒体内部安装十字架;Processing the inner cylinder: snap multiple cylinders together, and install a cross inside the cylinder;
在外筒体的内壁、内筒体的外壁预先涂抹脱模剂(在外筒体的内壁涂抹凡士林,在内筒体的外壁涂抹环氧树脂),静置设定时间;Pre-spread release agent on the inner wall of the outer cylinder and the outer wall of the inner cylinder (spread petroleum jelly on the inner wall of the outer cylinder, and epoxy resin on the outer wall of the inner cylinder), and let it stand for a set time;
将内筒体和外筒体同向卡入底部特制套管,在浇筑完成后,将内筒体和外筒体卡入顶部特制套管。Clamp the inner cylinder and the outer cylinder into the special sleeve at the bottom in the same direction. After pouring, the inner cylinder and the outer cylinder are clamped into the special sleeve at the top.
与现有技术相比,本发明的有益效果是:Compared with the prior art, the beneficial effects of the present invention are:
(1)本发明的内外筒体两端连接特制套筒,能够维持模型稳定;外筒体开设安装缝,并在安装缝位置设置卡扣结构,拆模时只需将卡扣结构的连接筋从上方抽出,打开卡扣座对井筒模型内外壁进行拆离,由此大大减少了拆模难度,提高了模型拆模后的成功率;(1) The two ends of the inner and outer cylinders of the present invention are connected with special sleeves, which can maintain the stability of the model; the outer cylinder is provided with installation seams, and a buckle structure is set at the position of the installation seams. Pull it out from above and open the buckle seat to detach the inner and outer walls of the wellbore model, which greatly reduces the difficulty of demolding and improves the success rate of model demolding;
(2)本发明的外筒体的内外壁粘贴有无痕胶带,由于无痕胶带厚度几乎没有,对模型的影响可以忽略不计,外筒体外壁通过钢箍施加横向约束,以免对无痕胶带造成过大压力而导致渗漏;(2) The inner and outer walls of the outer cylinder of the present invention are pasted with non-marking tape. Since the thickness of the non-marking tape is almost no, the influence on the model is negligible. The outer wall of the outer cylinder is laterally restrained by the steel hoop to avoid the non-marking tape. Cause excessive pressure and cause leakage;
(3)本发明的内筒体为预制的木质薄壁圆筒,主要抵抗浇筑期间产生的挤压力,利用优质薄壁木质圆筒管本身的硬度和内部木质十字架抵抗力即可避免向 内渗流;(3) The inner cylinder of the present invention is a prefabricated wooden thin-walled cylinder, which mainly resists the squeezing force generated during pouring. The hardness of the high-quality thin-walled wooden cylinder and the resistance of the internal wooden cross can be used to avoid inward seepage;
(4)本发明内筒体和外筒体同向卡入底部特制套管中,除防渗作用外,同时固定了内外筒体底部的相对位置,当浇筑完成后,卡入顶部特制套管,这样井壁的厚度就可以很好的确定了,避免了在凝固期间内壁由于各种原因导致的井壁厚度不一致的问题。(4) The inner cylinder and the outer cylinder of the present invention are clamped into the special casing at the bottom in the same direction. In addition to the anti-seepage effect, the relative position of the bottom of the inner and outer cylinders is fixed at the same time. When the pouring is completed, the special casing at the top is clamped In this way, the thickness of the well wall can be well determined, avoiding the inconsistency of the well wall thickness due to various reasons on the inner wall during solidification.
附图说明Description of the drawings
构成本申请的一部分的说明书附图用来提供对本申请的进一步理解,本申请的示意性实施例及其说明用于解释本申请,并不构成对本申请的不当限定。The drawings of the specification forming a part of the application are used to provide a further understanding of the application, and the exemplary embodiments and descriptions of the application are used to explain the application, and do not constitute an improper limitation of the application.
图1为本发明实施例一的俯视图;Figure 1 is a top view of the first embodiment of the present invention;
图2为本发明实施例一的局部视图;Figure 2 is a partial view of the first embodiment of the present invention;
图3为本发明实施例一的局部剖面图;Figure 3 is a partial cross-sectional view of the first embodiment of the present invention;
图4为本发明实施例一的特制套管结构示意图;Figure 4 is a schematic diagram of the structure of a special casing according to the first embodiment of the invention;
图5为本发明实施例一的特制套管剖视图;Figure 5 is a cross-sectional view of a special casing according to the first embodiment of the present invention;
图6为本发明实施例一的引流装置结构示意图;Fig. 6 is a schematic structural diagram of a drainage device according to the first embodiment of the present invention;
其中,1、外筒体,2、内筒体,3、弧形连接件,4、连接筋,5、十字架,6、特制套管,7、第一圆筒,8、第二圆筒。Among them, 1. Outer cylinder, 2. Inner cylinder, 3. Arc-shaped connecting piece, 4. Connecting rib, 5. Cross, 6. Special sleeve, 7. First cylinder, 8. Second cylinder.
具体实施方式detailed description
应该指出,以下详细说明都是例示性的,旨在对本申请提供进一步的说明。除非另有指明,本文使用的所有技术和科学术语具有与本申请所属技术领域的普通技术人员通常理解的相同含义。It should be pointed out that the following detailed descriptions are all illustrative and are intended to provide further explanations for the application. Unless otherwise specified, all technical and scientific terms used herein have the same meaning as commonly understood by those of ordinary skill in the technical field to which this application belongs.
需要注意的是,这里所使用的术语仅是为了描述具体实施方式,而非意图限制根据本申请的示例性实施方式。如在这里所使用的,除非上下文另外明确指出, 否则单数形式也意图包括复数形式,此外,还应当理解的是,当在本说明书中使用术语“包含”和/或“包括”时,其指明存在特征、步骤、操作、器件、组件和/或它们的组合;It should be noted that the terms used here are only for describing specific embodiments, and are not intended to limit the exemplary embodiments according to the present application. As used herein, unless the context clearly indicates otherwise, the singular form is also intended to include the plural form. In addition, it should also be understood that when the terms "comprising" and/or "including" are used in this specification, they indicate There are features, steps, operations, devices, components, and/or combinations thereof;
为了方便叙述,本申请中如果出现“上”、“下”、“左”“右”字样,仅表示与附图本身的上、下、左、右方向一致,并不对结构起限定作用,仅仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的设备或元件必须具有特定的方位,以特定的方位构造和操作,因此不能理解为对本申请的限制。For the convenience of description, if the words "upper", "lower", "left" and "right" appear in this application, they only mean that they are consistent with the upper, lower, left, and right directions of the drawing itself, and do not limit the structure, but only It is for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present application.
术语解释部分:本申请中的术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或为一体;可以是机械连接,也可以是电连接,可以是直接连接,也可以是通过中间媒介间接相连,可以是两个元件内部连接,或者两个元件的相互作用关系,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明的具体含义。Term explanation part: The terms "installed", "connected", "connected", "fixed" and other terms in this application should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or a whole; It can be a mechanical connection, an electrical connection, a direct connection, or an indirect connection through an intermediate medium, an internal connection between two components, or an interaction relationship between two components. For those of ordinary skill in the art The specific meaning of the above terms in the present invention can be understood according to the specific situation.
正如背景技术所介绍的,现有技术中存在拆模易导致模型破坏、易漏浆、对中位置不准确的不足,为了解决如上的技术问题,本发明提出了一种混凝土竖井井筒模型制作装置及使用方法。As introduced in the background art, the prior art has the disadvantages that mold removal can easily lead to model damage, slurry leakage, and inaccurate centering position. In order to solve the above technical problems, the present invention proposes a concrete shaft shaft model making device And how to use it.
实施例一:Example one:
下面结合附图1-图5对本发明进行详细说明,具体的,结构如下:The present invention will be described in detail below with reference to Figures 1 to 5. Specifically, the structure is as follows:
本实施例提供了一种混凝土竖井井筒模型制作装置,适用于绝大多数相似材料、高度、厚度的井筒制作,包括外筒体1、内筒体2、特制套管6和支撑结构,其中,内筒体2套设于外筒体1的内部,外筒体1的内径与内筒体2的外径差值为井壁厚度,浇筑后在内筒体2与外筒体1之间形成浇筑井筒;外筒体1、内筒体2的两端安装特制套管6,支撑结构安装于内筒体2内部。This embodiment provides a concrete shaft shaft model making device, which is suitable for making most of the shafts of similar materials, heights and thicknesses, including the outer cylinder 1, the inner cylinder 2, the special casing 6 and the supporting structure. Among them, The inner cylinder 2 is sleeved inside the outer cylinder 1, and the difference between the inner diameter of the outer cylinder 1 and the outer diameter of the inner cylinder 2 is the thickness of the well wall, which is formed between the inner cylinder 2 and the outer cylinder 1 after pouring The wellbore is poured; the outer cylinder body 1 and the inner cylinder body 2 are equipped with special casing 6 at both ends, and the supporting structure is installed inside the inner cylinder body 2.
考虑到成本及可重复利用性,本实施例的外筒体1采用聚四氟乙烯材料制成,内筒体2为木质薄壁圆筒。所述外筒体1沿其轴向开设多个间隔分布且具有设定长度的安装缝以避免外筒体1膨胀,安装缝采用角磨机开设。在本实施例中,安装缝的长度占外筒体1高度的90%,且安装缝与外筒体1上、下表面的距离相同。Considering cost and reusability, the outer cylinder 1 of this embodiment is made of polytetrafluoroethylene material, and the inner cylinder 2 is a wooden thin-walled cylinder. The outer cylinder 1 is provided with a plurality of installation slits distributed at intervals and with a set length along its axial direction to avoid expansion of the outer cylinder 1, and the installation slits are opened by an angle grinder. In this embodiment, the length of the installation slit occupies 90% of the height of the outer cylinder 1, and the distance between the installation slit and the upper and lower surfaces of the outer cylinder 1 is the same.
每条安装缝均匀布置多个卡扣结构,通过卡扣结构将外筒体1固定。进一步的,卡扣结构包括卡扣座和连接筋4,卡扣座为开孔的金属贴片,且金属贴片成组设置,每组的两个金属贴片关于安装缝对称,金属贴片的一端与外筒体1固定,另一端悬空,金属贴片的悬空端具有上下对应的开孔。A plurality of buckle structures are evenly arranged in each installation seam, and the outer cylinder 1 is fixed by the buckle structures. Further, the buckle structure includes a buckle seat and a connecting rib 4, the buckle seat is a metal patch with a hole, and the metal patches are arranged in groups, and the two metal patches in each group are symmetrical about the installation seam, and the metal patch One end of the metal patch is fixed to the outer cylinder 1, the other end is suspended, and the suspended end of the metal patch has corresponding openings up and down.
所述连接筋4沿竖直方向上穿过同一安装缝的各组金属贴片开孔,起到卡扣作用。在本实施例中,连接筋4为钢筋。拆模时可将连接筋4上方抽出,打开卡扣座对井筒模型内外壁进行拆离,由此大大减少了拆模难度,提高了模型拆模后的成功率。相比于专门制作的卡槽类半圆形壳,其制作工艺难度降低,同时减少了等待材料的制作时间和材料花费。The connecting ribs 4 pass through each group of metal patch openings of the same installation seam in the vertical direction, and play a buckle function. In this embodiment, the connecting ribs 4 are steel bars. When removing the mold, the connecting rib 4 can be pulled out, and the buckle seat can be opened to detach the inner and outer walls of the wellbore model, thereby greatly reducing the difficulty of removing the mold and improving the success rate after the model is removed. Compared with a specially made card slot type semicircular shell, the manufacturing process is less difficult, and at the same time, the manufacturing time and material cost of waiting materials are reduced.
由于角磨机的切割刀片本身具有一定厚度,切割后外筒体1无法完全闭合,为了防止渗漏,在外筒体1的内、外壁粘贴有无痕胶带,且外筒体1的外侧安装钢箍施加横向约束,以免对无痕胶带造成过大压力,导致渗漏。Since the cutting blade of the angle grinder itself has a certain thickness, the outer cylinder 1 cannot be completely closed after cutting. In order to prevent leakage, non-marking tape is pasted on the inner and outer walls of the outer cylinder 1, and the outer cylinder 1 is installed with steel The hoop imposes lateral restraint to avoid excessive pressure on the non-marking tape and cause leakage.
所述内筒体2由多段可拆卸连接的筒体组成,筒体端部设置V型槽,相邻筒体通过V型槽相互卡合在一起,且位于端部的筒体单端开设V型槽,位于中间的筒体两端均开设V型槽,相邻筒体连接位置安装支撑结构。在本实施例中,采用四个筒体插接在一起,其内部具有三个支撑结构。可以理解的,在其他实施例中,筒体数目可以根据实际要求选择。The inner cylinder 2 is composed of multiple detachable connected cylinders. The end of the cylinder is provided with a V-shaped groove. The adjacent cylinders are clamped together through the V-shaped groove, and the cylinder at the end has a V-shaped groove at one end. V-shaped grooves are provided at both ends of the cylinder in the middle, and a supporting structure is installed at the connection position of adjacent cylinders. In this embodiment, four cylinders are used for plugging together, and there are three supporting structures inside. It can be understood that in other embodiments, the number of cylinders can be selected according to actual requirements.
所述支撑结构包括十字架5和弧形连接件3,十字架5的四个端部分别连接 弧形连接件3,通过弧形连接件3与内筒体2内壁固定连接,弧形连接件3的弧度适应内筒体2的内壁,配合十字架5形成稳定支撑。内筒体2主要抵抗浇筑期间产生的挤压力,利用优质薄壁木质圆筒管本身的硬度和内部木质的十字架5抵抗力即可避免向内渗流。The supporting structure includes a cross 5 and an arc-shaped connecting piece 3. The four ends of the cross 5 are respectively connected to the arc-shaped connecting piece 3, and are fixedly connected to the inner wall of the inner cylinder 2 through the arc-shaped connecting piece 3. The arc adapts to the inner wall of the inner cylinder 2 and cooperates with the cross 5 to form a stable support. The inner cylinder 2 mainly resists the squeezing force generated during pouring, and the inward seepage can be avoided by using the hardness of the high-quality thin-walled wooden cylindrical pipe itself and the resistance of the internal wooden cross 5.
所述特制套管6由直径不同的第一圆筒7和第二圆筒8组成,第一圆筒7的直径大于第二圆筒8,且第二圆筒8通过环形的连接板固定于第一圆筒7的一端,所述第一圆筒7的另一端通过圆形板封闭,且在浇筑完成后封闭。所述第二圆筒8的外径等于所浇筑井筒的内径,第一圆筒7的内径等于所浇筑井筒的外径。为了维持装置的稳定性,安装于内筒体2和外筒体1底部的特制套管6的圆板尺寸可大于第一圆筒7直径。The special sleeve 6 is composed of a first cylinder 7 and a second cylinder 8 with different diameters. The diameter of the first cylinder 7 is larger than that of the second cylinder 8, and the second cylinder 8 is fixed to One end of the first cylinder 7 and the other end of the first cylinder 7 are closed by a circular plate, and closed after the pouring is completed. The outer diameter of the second cylinder 8 is equal to the inner diameter of the cast wellbore, and the inner diameter of the first cylinder 7 is equal to the outer diameter of the cast wellbore. In order to maintain the stability of the device, the size of the circular plate of the special sleeve 6 installed at the bottom of the inner cylinder 2 and the outer cylinder 1 can be larger than the diameter of the first cylinder 7.
实施例二:Embodiment two:
本实施例提供了一种混凝土井筒模型制作装置的使用方法,包括以下步骤:This embodiment provides a method for using a concrete shaft model making device, which includes the following steps:
加工外筒体:采用角磨机沿外筒体1轴线加工安装缝,沿安装缝两侧均匀布置卡扣结构。Processing the outer cylinder: use an angle grinder to process the installation seam along the 1 axis of the outer cylinder, and evenly arrange the buckle structure along both sides of the installation seam.
在外筒体1的内外壁贴附无痕胶带,并用钢箍加固于外筒体1外侧。A non-marking tape is attached to the inner and outer walls of the outer cylinder 1, and a steel band is used to reinforce the outer cylinder 1 outside.
加工内筒体:将多个筒体卡合在一起,并在筒体内部安装十字架5。Processing the inner cylinder: clamp multiple cylinders together, and install the cross 5 inside the cylinder.
在外筒体1的内壁、内筒体2的外壁预先均匀的涂抹脱模剂,静置至脱模剂不再呈可流动液体状,再进行组装;其中,在确保效果的情况下,尝试了多种脱模剂,常规的抹油方案效果不佳,并且油会渗入浆液中影响模型强度,最终根据现场混凝土和多种脱模剂材料的亲和性试验,本实施例将凡士林涂抹于外筒体1内壁,将内筒体2外壁涂抹环氧树脂。Apply a release agent uniformly on the inner wall of the outer cylinder 1 and the outer wall of the inner cylinder 2 in advance, and let it stand until the release agent is no longer in a flowable liquid state, and then assemble; among them, under the condition of ensuring the effect, try A variety of release agents, the conventional oiling scheme is not effective, and the oil will penetrate into the slurry to affect the strength of the model. Finally, according to the affinity test of the concrete and various release agent materials on site, the Vaseline is applied to the outside in this example Coat the inner wall of the cylinder 1 with epoxy resin on the outer wall of the inner cylinder 2.
将内筒体和外筒体同向卡入底部特制套管6,底部特制套管6除防渗作用外, 同时能够固定内筒体2和外筒体1底部的相对位置。为了减少浇筑时由于需要浇筑的材料过多、浇筑口过小而引发的材料大量浪费,导致井筒无法一次性浇筑完成而出现分层,或者多次拌和而引发的材料配比出现不同而造成整体试验结果不佳,采用引流装置辅助浇筑。The inner cylinder and the outer cylinder are clamped into the bottom special sleeve 6 in the same direction. In addition to the anti-seepage effect, the bottom special sleeve 6 can fix the relative position of the bottom of the inner cylinder 2 and the outer cylinder 1 at the same time. In order to reduce the material waste caused by too much material to be poured and the pouring port is too small during pouring, the wellbore cannot be poured at one time and stratification occurs, or the material ratio caused by multiple mixing is different, resulting in the overall The test result is not good, and the drainage device is used to assist the pouring.
如图6所示,所述引流装置包括置于内层的实心柱体和置于外层的引流筒,所述引流筒的下端为与外筒体内径相同的圆筒、上端为直径足够大(可根据实际浇筑量而定)的圆筒,二者之间通过锥形斜面连接为一体。内层的实心柱体避免了材料从内壁中间流出,引流筒扩大了倒入材料的直径,极大增加了浇筑速度,减少了浪费的材料。As shown in Figure 6, the drainage device includes a solid cylinder placed in the inner layer and a drainage cylinder placed in the outer layer. The lower end of the drainage cylinder is a cylinder with the same diameter as the outer cylinder, and the upper end is a large enough diameter. (It can be determined according to the actual pouring amount) The two cylinders are connected by a tapered inclined surface as a whole. The solid cylinder in the inner layer prevents the material from flowing out of the middle of the inner wall, and the drainage tube enlarges the diameter of the poured material, which greatly increases the pouring speed and reduces the wasted material.
在浇筑完成后,将内筒体2和外筒体1卡入顶部特制套管6,以确定井壁的厚度,避免了在凝固期间内壁由于各种原因导致的井壁厚度不一致的问题。After pouring is completed, the inner cylinder 2 and the outer cylinder 1 are clamped into the top special casing 6 to determine the thickness of the well wall, which avoids the problem of inconsistent well wall thickness due to various reasons during the solidification period.
以上所述仅为本申请的优选实施例而已,并不用于限制本申请,对于本领域的技术人员来说,本申请可以有各种更改和变化。凡在本申请的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本申请的保护范围之内。The above descriptions are only preferred embodiments of the application, and are not intended to limit the application. For those skilled in the art, the application can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of this application shall be included in the protection scope of this application.

Claims (10)

  1. 一种混凝土竖井井筒模型制作装置,其特征在于,包括套设在一起的外筒体和内筒体,所述外筒体与内筒体之间形成横截面为环形的空腔,所述空腔的两端分别连接特制套管,通过特制套管将外筒体和内筒体的端部封闭;A model making device for a concrete shaft shaft, which is characterized in that it comprises an outer cylinder and an inner cylinder sleeved together, and a cavity with an annular cross section is formed between the outer cylinder and the inner cylinder. The two ends of the cavity are respectively connected with special sleeves, and the ends of the outer cylinder and the inner cylinder are sealed by the special sleeves;
    其中,所述外筒体沿其轴向开设多个设定长度的安装缝,在安装缝位置设置卡扣结构;所述内筒体由多段可拆卸连接的筒体组成,且相邻筒体内部设有支撑结构。Wherein, the outer cylinder is provided with a plurality of installation slits of set length along its axial direction, and a snap structure is arranged at the position of the installation seams; the inner cylinder is composed of a plurality of detachable connected cylinders, and adjacent cylinders There is a supporting structure inside.
  2. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述特制套管由直径不同的第一圆筒和第二圆筒组成,且第二圆筒固定于第一圆筒的一端,所述第一圆筒的另一端在浇筑完成后封闭。The device for making a model of a concrete shaft shaft according to claim 1, wherein the special casing is composed of a first cylinder and a second cylinder with different diameters, and the second cylinder is fixed on the first circle. One end of the cylinder and the other end of the first cylinder are closed after pouring is completed.
  3. 根据权利要求2所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述第二圆筒的外径等于所浇筑井筒的内径,第一圆筒的内径等于所浇筑井筒的外径。The device for making a model of a concrete shaft shaft according to claim 2, wherein the outer diameter of the second cylinder is equal to the inner diameter of the cast shaft, and the inner diameter of the first cylinder is equal to the outer diameter of the cast shaft.
  4. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述卡扣结构包括与安装缝固定的卡扣座、插接于卡扣座中的连接筋。The device for making a model of a concrete shaft shaft according to claim 1, wherein the buckle structure comprises a buckle seat fixed to the installation seam, and a connecting rib inserted into the buckle seat.
  5. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述支撑结构包括十字架,所述十字架端部通过弧形连接件与内筒体固定连接。The device for making a model of a concrete shaft shaft according to claim 1, wherein the supporting structure comprises a cross, and the end of the cross is fixedly connected to the inner cylinder through an arc-shaped connecting piece.
  6. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述内筒体的筒体之间通过V型槽首尾连接。The device for making a model of a concrete shaft shaft according to claim 1, wherein the cylinders of the inner cylinder are connected end to end through V-shaped grooves.
  7. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述外筒体的内、外壁均贴有无痕胶带,且外筒体的外壁设置钢箍。The device for making a model of a concrete shaft shaft according to claim 1, wherein the inner and outer walls of the outer cylinder are covered with non-marking tape, and the outer wall of the outer cylinder is provided with a steel hoop.
  8. 根据权利要求1所述的一种混凝土竖井井筒模型制作装置,其特征在于,所述外筒体采用聚四氟乙烯材料制成,内筒体采用木质材料。The device for making a model of a concrete shaft shaft according to claim 1, wherein the outer cylinder is made of polytetrafluoroethylene material, and the inner cylinder is made of wood material.
  9. 根据权利要求1-8任一所述的一种混凝土竖井井筒模型制作装置的使用方法,其特征在于,包括以下步骤:The use method of a concrete shaft model making device according to any one of claims 1-8, characterized in that it comprises the following steps:
    加工外筒体:采用角磨机沿外筒体轴线加工安装缝,沿安装缝两侧均匀布置卡扣结构;Processing the outer cylinder: use an angle grinder to process the installation seam along the axis of the outer cylinder, and evenly arrange the buckle structure along both sides of the installation seam;
    在外筒体的内外壁贴附无痕胶带,并用钢箍加固于外筒体外侧;Stick non-marking tape on the inner and outer walls of the outer cylinder, and use steel hoops to reinforce it on the outside of the outer cylinder;
    加工内筒体:将多个筒体卡合在一起,并在筒体内部安装十字架;Processing the inner cylinder: snap multiple cylinders together, and install a cross inside the cylinder;
    在外筒体的内壁、内筒体的外壁预先涂抹脱模剂,静置设定时间;Pre-apply release agent on the inner wall of the outer cylinder and the outer wall of the inner cylinder, and let it stand for a set time;
    将内筒体和外筒体同向卡入底部特制套管,在浇筑完成后,将内筒体和外筒体卡入顶部特制套管。Clamp the inner cylinder and the outer cylinder into the special sleeve at the bottom in the same direction. After pouring, the inner cylinder and the outer cylinder are clamped into the special sleeve at the top.
  10. 根据权利要求9所述的一种混凝土竖井井筒模型制作装置的使用方法,其特征在于,在外筒体的内壁涂抹凡士林,在内筒体的外壁涂抹环氧树脂。The method of using a device for making a model of a concrete shaft shaft according to claim 9, characterized in that petrolatum is applied to the inner wall of the outer cylinder, and epoxy resin is applied to the outer wall of the inner cylinder.
PCT/CN2020/112274 2019-09-29 2020-08-28 Apparatus for fabricating concrete shaft wellbore model and usage method WO2021057388A1 (en)

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CN110653932A (en) * 2019-09-29 2020-01-07 青岛理工大学 Concrete shaft model making device and using method
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CN114743448B (en) * 2022-04-29 2023-07-11 山东大学 Model body manufacturing device and method for reserved cavity of geomechanical model test

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