CN103898864B - Hydraulic model test pin-connected panel terrain simulation device - Google Patents

Hydraulic model test pin-connected panel terrain simulation device Download PDF

Info

Publication number
CN103898864B
CN103898864B CN201410150846.3A CN201410150846A CN103898864B CN 103898864 B CN103898864 B CN 103898864B CN 201410150846 A CN201410150846 A CN 201410150846A CN 103898864 B CN103898864 B CN 103898864B
Authority
CN
China
Prior art keywords
terrain simulation
adjustable
model test
hydraulic model
terrain
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.)
Expired - Fee Related
Application number
CN201410150846.3A
Other languages
Chinese (zh)
Other versions
CN103898864A (en
Inventor
张力霆
齐清兰
李强
张少雄
霍倩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shijiazhuang Tiedao University
Original Assignee
Shijiazhuang Tiedao University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shijiazhuang Tiedao University filed Critical Shijiazhuang Tiedao University
Priority to CN201410150846.3A priority Critical patent/CN103898864B/en
Publication of CN103898864A publication Critical patent/CN103898864A/en
Application granted granted Critical
Publication of CN103898864B publication Critical patent/CN103898864B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Instructional Devices (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a kind of hydraulic model test pin-connected panel terrain simulation device, comprise terrain simulation support, the top of terrain simulation support is provided with rib net layer, felt layers and water barrier from bottom to top successively; The structure of terrain simulation support, comprise the some adjustable seats being arranged on simulated domain, connected between the bottom of neighboring tunable bearing by crossbeam, rib net layer is arranged on the top of all adjustable seats.The present invention is used in the terrain simulation of hydraulic model test, under the condition ensureing model accuracy, can complete the simulation arrangements of landform fast and efficiently, and can carry out assembled dismounting, recycling.

Description

水工模型试验拼装式地形模拟装置Assembled Terrain Simulation Device for Hydraulic Model Test

技术领域 technical field

本发明涉及水工模型技术领域,特别是一种用于对复杂地形进行模拟用的装置。 The invention relates to the technical field of hydraulic models, in particular to a device for simulating complex terrain.

背景技术 Background technique

水利工程因其规模庞大,并且失事后造成严重的灾难而被人们广泛重视,人们不断加强对水利工程的研究和探索。目前对于水利工程的研究以水工模型试验为最主要的研究手段。模型试验有着公认的实际意义和科学价值,例如按特定相似准则设计的水工模型试验,可以预演或重演现实中各种复杂的溃坝泥石流和水流运动现象,达到检验设计方案的可靠性和准确性、优化工程布置和体型的目的。 Water conservancy projects are widely valued because of their large scale and serious disasters caused by accidents. People continue to strengthen the research and exploration of water conservancy projects. At present, hydraulic model test is the most important research method for hydraulic engineering research. Model tests have recognized practical significance and scientific value. For example, hydraulic model tests designed according to specific similarity criteria can preview or replay various complex debris flow and water flow phenomena in reality, so as to test the reliability and accuracy of the design scheme. The purpose of performance, optimization of engineering layout and body shape.

水利工程一般多修建在山区和丘陵地区,地形条件复杂。传统的制作模型地形的方法是先在模型区域布设足够密集的特征地形点,通过往模型中填充沙子、水泥或砖头等固体材料来达到地形起伏的效果。在固体材料填充到一定高度后,需要人工用水泥砂浆对填充材料进行抹面处理,以便使模型表面成为一个连续的地形;抹面时需要使用水准仪实时进行地面高程的监测,保证地形制作的精确性。此种制作地形模型的方法费时费力、工序繁杂、效率低下。另外,在试验完成后,需对模型进行拆除,由于这些填充材料不能重复利用,因此需要对大量的固体材料进行处理,造成了巨大的资源浪费。 Water conservancy projects are generally built in mountainous and hilly areas with complex terrain conditions. The traditional method of making model terrain is to first lay out sufficiently dense characteristic terrain points in the model area, and then fill the model with solid materials such as sand, cement or bricks to achieve the effect of terrain undulations. After the solid material is filled to a certain height, it is necessary to manually plaster the filling material with cement mortar to make the surface of the model a continuous terrain; when plastering the surface, it is necessary to use a level to monitor the ground elevation in real time to ensure the accuracy of terrain production. This method for making terrain models is time-consuming, laborious, complicated and inefficient. In addition, after the test is completed, the model needs to be dismantled. Since these filling materials cannot be reused, a large amount of solid materials need to be processed, resulting in a huge waste of resources.

发明内容 Contents of the invention

本发明需要解决的技术问题是提供一种拼装式的地形模拟装置,能够在保证模型精度的条件下,快速、高效的完成地形的模拟布置,并且能够进行拼装拆卸、重复利用。 The technical problem to be solved by the present invention is to provide an assembled terrain simulation device, which can quickly and efficiently complete the terrain simulation layout under the condition of ensuring the accuracy of the model, and can be assembled, disassembled and reused.

为解决上述技术问题,本发明所采用的技术方案是: In order to solve the problems of the technologies described above, the technical solution adopted in the present invention is:

水工模型试验拼装式地形模拟装置,包括地形模拟支架,地形模拟支架的顶端自下而上依次安装有筋网层、毛毡层以及防水层;所述地形模拟支架包括安装在模拟区域的若干可调支座,相邻可调支座的下部之间通过横梁连接,所述筋网层安装在所有可调支座的顶端; The hydraulic model test assembled terrain simulation device includes a terrain simulation bracket, and the top of the terrain simulation bracket is sequentially installed with a reinforcement mesh layer, a felt layer and a waterproof layer; Adjustable supports, the lower parts of adjacent adjustable supports are connected by beams, and the reinforcement mesh layer is installed on the top of all adjustable supports;

所述可调支座包括带底盘的伸缩套筒,伸缩套筒的顶端通过支撑立柱连接有可调顶座;所述可调顶座包括平板型顶座和垂直可调顶座底端面设置的连接板;所述支撑立柱的顶端开设有插放连接板并横向贯穿支撑立柱顶端的凹槽,所述连接板通过相配装的定位螺栓和螺母定位在凹槽中;所述横梁连接在相邻可调支座的伸缩套筒之间,筋网层安装在所有可调支座的平板型顶座上端面。 The adjustable support includes a telescopic sleeve with a chassis, and the top of the telescopic sleeve is connected with an adjustable top seat through a support column; the adjustable top seat includes a flat top seat and a vertical adjustable top seat bottom surface. Connecting plate; the top of the supporting column is provided with a groove for inserting the connecting plate and transversely running through the top of the supporting column, and the connecting plate is positioned in the groove by matching positioning bolts and nuts; the crossbeam is connected to the adjacent Between the telescopic sleeves of the adjustable supports, the reinforcement mesh layer is installed on the upper end surfaces of the flat top seats of all the adjustable supports.

本发明所述可调支座的改进在于:所述支撑立柱凹槽两侧的支臂上顺应凹槽方向对称设置有用于顶紧定位螺栓的加固螺栓。 The improvement of the adjustable support in the present invention lies in that the support arms on both sides of the groove of the supporting column are symmetrically provided with reinforcement bolts for tightening the positioning bolts along the direction of the groove.

本发明所述可调支座的改进在于:所述支撑立柱的底端与伸缩套筒的顶端螺纹连接。 The improvement of the adjustable support in the present invention lies in that: the bottom end of the support column is screwed to the top end of the telescopic sleeve.

本发明所述可调支座的进一步改进在于:所述伸缩套筒包括至少两节相互套接的套筒,位于下方的套筒外壁上设置有用于定位上方套筒的顶丝。 A further improvement of the adjustable support in the present invention is that: the telescopic sleeve includes at least two sleeves that are nested in each other, and the outer wall of the lower sleeve is provided with jacking wires for positioning the upper sleeve.

本发明所述可调支座的改进在于:所述平板型顶座为圆形平板结构,圆形平板顶座的周边匀布有若干用于固定筋网层的通孔。 The improvement of the adjustable support in the present invention lies in that: the flat top seat is a circular flat plate structure, and there are several through holes evenly distributed around the periphery of the circular flat top seat for fixing the reinforcement mesh layer.

由于采用了上述技术方案,本发明取得的技术进步是: Owing to having adopted above-mentioned technical scheme, the technical progress that the present invention obtains is:

本发明通过拼装式安装方法组建地形模拟支架,再在支架上安装支撑上部物体的筋网层、毛毡层及防止漏水的防水层,提高了建模速度,使水工模型试验实现了机械化生产,使专业化的模型地形制作转变为容易操作的大众模式。另外,本发明在模拟地形时通过调节可调支座的排列密度、高低及方向即可大概模拟出地形的谷峰、坡度及地形走向,再在地形上进行水工试验即可,非常方便。试验完成后依次拆除即可,不仅不存在固体废弃物,而且还可重复利用,实现了资源利用最大化和污染零排放。 The invention builds a terrain simulation bracket through an assembled installation method, and then installs a reinforcement mesh layer, a felt layer and a waterproof layer to prevent water leakage on the bracket to support the upper object, which improves the modeling speed and realizes mechanized production for the hydraulic model test. Transform professional model terrain production into an easy-to-operate public model. In addition, when simulating the terrain, the present invention can roughly simulate the valleys, slopes, and trends of the terrain by adjusting the arrangement density, height, and direction of the adjustable supports, and then conduct hydraulic tests on the terrain, which is very convenient. After the test is completed, it can be dismantled in turn. Not only does there not exist solid waste, but it can also be reused, realizing the maximization of resource utilization and zero pollution discharge.

本发明中采用可调支座灵活性和机动性高,可以适应任何地形条件,通过转动可调顶座的方向即可模拟任意地形的走向和倾斜坡度,方法简便灵活;与可调顶座配套的伸缩套筒可精确地模拟地形高程,减小了传统方法中人工水泥抹面的人为误差,并且能够通过调节伸缩套筒达到模拟地形高度变化的目的。在支撑立柱凹槽两侧的支臂上设置的加固螺栓用于顶紧定位螺栓,保证可调顶座的稳定性。支撑立柱与伸缩套筒采用螺纹连接方式,使得可调顶座能够在水平上360度旋转。平板型顶座设置为圆形平板状结构并结合周边设置的通孔,方便在使用过程中与筋网层之间连接固定。 The adjustable support used in the present invention has high flexibility and maneuverability, and can adapt to any terrain conditions. By rotating the direction of the adjustable top seat, the trend and slope of any terrain can be simulated. The method is simple and flexible; it is matched with the adjustable top seat The special telescopic sleeve can accurately simulate the terrain elevation, which reduces the human error of artificial cement plastering in the traditional method, and can achieve the purpose of simulating terrain height changes by adjusting the telescopic sleeve. The reinforcement bolts arranged on the support arms on both sides of the support column groove are used to tighten the positioning bolts to ensure the stability of the adjustable top seat. The support column and the telescopic sleeve are connected by thread, so that the adjustable top seat can rotate 360 degrees horizontally. The flat-plate top seat is set as a circular flat-shaped structure combined with through-holes arranged around it to facilitate connection and fixation with the reinforcement mesh layer during use.

附图说明 Description of drawings

图1为本发明所述地形模拟支架的结构示意图。 Fig. 1 is a schematic structural diagram of the terrain simulation bracket of the present invention.

图2为本发明所述可调支座的结构示意图。 Fig. 2 is a structural schematic diagram of the adjustable support of the present invention.

其中:1.底盘,2.伸缩套筒,3.支撑立柱,31.支臂,4.可调顶座,41.连接板,42.通孔,43.平板型顶座,5.定位螺栓,6.加固螺栓,7.顶丝,8.横梁,9、可调支座。 Among them: 1. Chassis, 2. Telescopic sleeve, 3. Support column, 31. Support arm, 4. Adjustable top seat, 41. Connecting plate, 42. Through hole, 43. Flat top seat, 5. Locating bolt , 6. Reinforcement bolts, 7. Top wire, 8. Beam, 9. Adjustable support.

具体实施方式 detailed description

下面结合附图和具体实施例对本发明做进一步详细说明: Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:

一种水工模型试验拼装式地形模拟装置,包括地形模拟支架,地形模拟支架的顶端自下而上依次安装有筋网层、毛毡层以及防水层;地形模拟支架的结构如图1所示,包括安装在模拟区域的若干可调支座9,相邻可调支座的下部之间通过横梁8连接,筋网层安装在所有可调支座的顶端。 A hydraulic model test assembled terrain simulation device, including a terrain simulation bracket, the top of the terrain simulation bracket is sequentially installed with a reinforcement mesh layer, a felt layer and a waterproof layer; the structure of the terrain simulation bracket is shown in Figure 1, It includes a number of adjustable supports 9 installed in the simulation area, the lower parts of adjacent adjustable supports are connected by beams 8, and the reinforcement mesh layer is installed on the top of all adjustable supports.

本发明中可调支座的结构如图2所示。包括底盘1、伸缩套筒2、支撑立柱3和可调顶座4;底盘1焊接在伸缩套筒的底端,并与伸缩套筒垂直设置;支撑立柱3螺纹连接在伸缩套筒2的顶端,可调顶座4安装在支撑立柱3上。 The structure of the adjustable support in the present invention is shown in FIG. 2 . Including chassis 1, telescopic sleeve 2, support column 3 and adjustable top seat 4; chassis 1 is welded on the bottom end of the telescopic sleeve and arranged perpendicular to the telescopic sleeve; support column 3 is threaded on the top of the telescopic sleeve 2 , the adjustable top seat 4 is installed on the support column 3.

可调顶座4包括平板型顶座43和连接板41,连接板41垂直设置在可调顶座的底端面上。本发明中的平板型顶座43为圆形平板结构,圆形平板顶座的周边匀布有若干通孔42,用于固定筋网层。当然,平板型顶座的形状还可以是方形等其他形状的平板型结构。 The adjustable top seat 4 includes a flat top seat 43 and a connecting plate 41, and the connecting plate 41 is vertically arranged on the bottom surface of the adjustable top seat. The flat plate top seat 43 in the present invention is a circular flat plate structure, and the periphery of the circular flat plate top seat is evenly distributed with several through holes 42 for fixing the reinforcement mesh layer. Of course, the shape of the flat top seat can also be a flat structure of other shapes such as a square.

支撑立柱3的顶端开设有凹槽,凹槽横向贯穿支撑立柱的顶端设置,用于插放连接板41。连接板41通过相配装的定位螺栓5和螺母定位在凹槽中,连接板的底部设置有配装定位螺栓的过孔,连接板与定位螺栓之间采用过盈配合方式安装,以保证连接板和定位螺栓之间不会产生相对位移。定位螺栓5垂直凹槽方向穿接在凹槽两侧的支臂中,伸出支臂的另一端配装防滑扣螺母。支撑立柱的支臂31上顺应凹槽方向还对称设置有加固螺栓6,用于顶紧定位螺栓,防止与定位螺栓配装的可调顶座在受力时定位螺栓受力转动,影响地形坡度的设置。 The top of the supporting column 3 is provided with a groove, and the groove is arranged transversely through the top of the supporting column for inserting the connecting plate 41 . The connecting plate 41 is positioned in the groove by the matched positioning bolt 5 and the nut, and the bottom of the connecting plate is provided with a via hole for fitting the positioning bolt, and the connecting plate and the positioning bolt are installed in an interference fit mode to ensure that the connecting plate There will be no relative displacement between it and the positioning bolt. Positioning bolt 5 vertical groove direction passes through and connects in the support arm of groove both sides, stretches out the other end of support arm and is equipped with anti-slip buckle nut. The support arm 31 of the support column is also symmetrically provided with reinforcement bolts 6 in accordance with the direction of the groove, which are used to tighten the positioning bolts and prevent the adjustable top seat fitted with the positioning bolts from rotating under force when the positioning bolts are under force, which will affect the slope of the terrain. setting.

本实施例中的伸缩套筒包括两节相互套接的套筒,位于下方的套筒外壁上设置有顶丝7,用于定位上方套筒。当然也可以是多节套筒相互套接。 The telescopic sleeve in this embodiment includes two sleeves that are nested with each other, and the outer wall of the lower sleeve is provided with a top wire 7 for positioning the upper sleeve. Certainly also can be that multi-section sleeve is mutually socketed.

本发明用于制作地形模型时,首先在试验室将模型区域依据实际地形高度和走势,将模型区域划分为若干横竖垂直的正交网格,并在地面进行网格布线。地形平缓的地方网格稀疏,地形陡峭的地方网格加密。 When the present invention is used to make a terrain model, the model area is firstly divided into several horizontal and vertical orthogonal grids in the laboratory according to the actual terrain height and trend, and the grid wiring is carried out on the ground. Where the terrain is flat, the grid is sparse, and where the terrain is steep, the grid is dense.

其次,在地形图上找出每个网格节点的高程值,并将可调支座安装在网格节点处,依据各节点处的高度调节伸缩套筒的长度至相应的地形高程;再在地形图上测量出每个网格节点的地形走向,依据地形走向调节可调顶座的方向,使之与地形相吻合;在确定好高度的相邻可调支座之间通过安装横梁将可调支座连接为一个整体结构的地形模拟支架。 Secondly, find out the elevation value of each grid node on the topographic map, install the adjustable support at the grid node, and adjust the length of the telescopic sleeve to the corresponding terrain elevation according to the height of each node; The topographic direction of each grid node is measured on the topographic map, and the direction of the adjustable top seat is adjusted according to the topographical direction to make it match the topography; the crossbeam can be installed between the adjacent adjustable supports with a determined height. The adjustable support is connected as a terrain simulation support of an integral structure.

在调节可调顶座方向的过程中,可调顶座在垂直方向的角度调节通过转动定位销轴实现,并用防滑扣螺母将定位销轴和可调顶座的连接板固定锁死在支撑立柱上;可调顶座在水平方向的角度调节通过伸缩套筒与支撑立柱的螺纹连接位置进行调节。 In the process of adjusting the direction of the adjustable top seat, the angle adjustment of the adjustable top seat in the vertical direction is realized by rotating the positioning pin shaft, and the positioning pin shaft and the connecting plate of the adjustable top seat are fixed and locked on the support column with anti-slip buckle nuts Above; the angle adjustment of the adjustable top seat in the horizontal direction is adjusted through the threaded connection position of the telescopic sleeve and the support column.

最后在稳固好的地形模拟支架上自下而上依次铺设筋网层、毛毡层以及防水层,筋网层通过相配装的螺栓和螺母安装在地形模拟支架中可调支座的可调顶座上,相配装的螺栓和螺母串接在通孔中将平板型顶座和筋网层连接在一起。 Finally, the reinforced mesh layer, felt layer and waterproof layer are laid sequentially from bottom to top on the stable terrain simulation bracket. The reinforced mesh layer is installed on the adjustable top seat of the adjustable support in the terrain simulation bracket through matching bolts and nuts. On the top, matching bolts and nuts are connected in series in the through holes to connect the flat top seat and the reinforcement mesh layer together.

在建设好的本发明上,即可进行水工模型试验工作。 On the constructed invention, hydraulic model test work can be carried out.

试验完成后,可将本发明依次进行拆卸,重新用于其它地形的模型试验。 After the test is completed, the present invention can be disassembled sequentially and reused for model tests on other terrains.

Claims (5)

1. hydraulic model test pin-connected panel terrain simulation device, is characterized in that: comprise terrain simulation support, the top of terrain simulation support is provided with rib net layer, felt layers and water barrier from bottom to top successively;
Described terrain simulation support comprises the some adjustable seats (9) being arranged on simulated domain, and connected by crossbeam (8) between the bottom of neighboring tunable bearing, described rib net layer is arranged on the top of all adjustable seats;
Described adjustable seats comprises the extension sleeve (2) of band chassis (1), and the top of extension sleeve (2) is connected with adjustable footstock (4) by support post (3); Described adjustable footstock (4) comprises the web joint (41) that plate footstock (43) is arranged with vertical adjustable footstock bottom face; The top of described support post (3) offers and inserts web joint (41) and the groove laterally running through support post top, and described web joint (41) is located in a groove by bolt (5) equipped mutually and nut;
Described crossbeam is connected between the extension sleeve of neighboring tunable bearing, and rib net layer is arranged on plate footstock (43) upper surface of all adjustable seats.
2. hydraulic model test pin-connected panel terrain simulation device according to claim 1, is characterized in that: the support arm (31) of described support post groove both sides is complied with groove direction and be symmetrically arranged with and add fixing bolt (6) for what hold out against bolt.
3. hydraulic model test pin-connected panel terrain simulation device according to claim 1, is characterized in that: the bottom of described support post is threaded with the top of extension sleeve (2).
4. hydraulic model test pin-connected panel terrain simulation device according to claim 1, is characterized in that: described extension sleeve comprises the sleeve that at least two joints are socketed mutually, the sleeve outer wall below being positioned at is provided with the jackscrew (7) for locating upper square socket.
5. hydraulic model test pin-connected panel terrain simulation device according to claim 1, is characterized in that: described plate footstock (43) is circular flat plate structure, and the periphery of circular dull and stereotyped footstock is even is furnished with some through holes for fixing rib net layer (42).
CN201410150846.3A 2014-04-16 2014-04-16 Hydraulic model test pin-connected panel terrain simulation device Expired - Fee Related CN103898864B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410150846.3A CN103898864B (en) 2014-04-16 2014-04-16 Hydraulic model test pin-connected panel terrain simulation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410150846.3A CN103898864B (en) 2014-04-16 2014-04-16 Hydraulic model test pin-connected panel terrain simulation device

Publications (2)

Publication Number Publication Date
CN103898864A CN103898864A (en) 2014-07-02
CN103898864B true CN103898864B (en) 2015-12-30

Family

ID=50990419

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410150846.3A Expired - Fee Related CN103898864B (en) 2014-04-16 2014-04-16 Hydraulic model test pin-connected panel terrain simulation device

Country Status (1)

Country Link
CN (1) CN103898864B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110164264A (en) * 2019-04-17 2019-08-23 广东省水利水电科学研究院 A kind of river topography automatic creation system for physical experiments
CN113529640A (en) * 2021-06-25 2021-10-22 中交天津港湾工程研究院有限公司 Modeling method for modular splicing type complex terrain
CN115560951B (en) * 2022-09-28 2023-07-25 江苏科技大学 Model test pool capable of simulating underwater topography
GB2614436B (en) * 2022-11-24 2024-06-26 Univ Shijiazhuang Tiedao Adjustable support tool for terrain simulation

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101013531A (en) * 2007-02-05 2007-08-08 武汉大学 Method for preparing landform of model and apparatus thereof
CN201007863Y (en) * 2007-02-16 2008-01-16 武汉大学 A Simple Device for Making Terrain in Models
CN101814250A (en) * 2009-02-24 2010-08-25 韩兆群 Terrain piece and application thereof
CN201600826U (en) * 2009-09-11 2010-10-06 孙丁成 Model device for terrain simulation
CN102509489A (en) * 2011-12-19 2012-06-20 孙丁成 Assembly for manufacturing model
KR20120090617A (en) * 2011-02-08 2012-08-17 오강호 Strata model for education and making method of that

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101013531A (en) * 2007-02-05 2007-08-08 武汉大学 Method for preparing landform of model and apparatus thereof
CN201007863Y (en) * 2007-02-16 2008-01-16 武汉大学 A Simple Device for Making Terrain in Models
CN101814250A (en) * 2009-02-24 2010-08-25 韩兆群 Terrain piece and application thereof
CN201600826U (en) * 2009-09-11 2010-10-06 孙丁成 Model device for terrain simulation
KR20120090617A (en) * 2011-02-08 2012-08-17 오강호 Strata model for education and making method of that
CN102509489A (en) * 2011-12-19 2012-06-20 孙丁成 Assembly for manufacturing model

Also Published As

Publication number Publication date
CN103898864A (en) 2014-07-02

Similar Documents

Publication Publication Date Title
CN110409518A (en) A model test device and method for pseudodynamic loading of foundation in goaf of high-speed railway
CN103898864B (en) Hydraulic model test pin-connected panel terrain simulation device
CN103898865A (en) Tailing pond model test simulation system
CN105784967B (en) A kind of Stress displacement method for continuous measuring for colliery similarity simulation experiment
CN107869249B (en) Arcuate structure high-formwork construction method
CN103628570B (en) A kind of mounting method of weld ball-node grid structure
CN105136507B (en) The experimental provision of a kind of lab simulation tunnel excavation and method
CN106193330B (en) A kind of steel building construction land tenure foot bolt pre-embedded construction method
CN113533155A (en) A water inrush simulation test device and test method suitable for large-scale caverns in high-pressure water-rich karst areas
CN110172916B (en) Concrete maintenance method for high piers of bridges
CN116087472A (en) Tunnel portal side slope physical simulation test device and method under complex environment coupling effect
CN103691594B (en) The lifting portable rainfall simulator of the heterogeneous karst sloping field of a kind of suitable height
CN201627215U (en) A Test Device for Measuring Slope Scouring Deformation
CN209086249U (en) A kind of portable erosion slot device of monitoring soil and water loss
CN111622169B (en) Platform and method for quickly building river channel terrain physical model
CN109024463A (en) A kind of river model production method
CN114518292A (en) Model test device and test method for high-speed railway roadbed of inclined crossing karez
CN104655822B (en) The integral type Work condition analogue device of highway culvert centrifugal model test and test method
CN110794118A (en) Soil erosion and water loss simulation device
CN207301057U (en) A kind of crack expansive soil slope rainfall simulation experimental provision
CN203821297U (en) Adjustable support saddle applied to terrain simulation
CN104964674A (en) Control net used for large structure building size
CN108896736A (en) A kind of vertical physical model and test method for wearing Landslide Hazards of oil-gas pipeline
CN211978897U (en) A portable soil erosion simulation device
CN205115970U (en) Cement concrete way face mould board and braced system in way engineering of airport field

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151230

Termination date: 20200416