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CN104266856B - Two grades of band cover free boundaries and radome fairing built-in boundary implementation in vibration tower - Google Patents

Two grades of band cover free boundaries and radome fairing built-in boundary implementation in vibration tower Download PDF

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CN104266856B
CN104266856B CN201410490279.6A CN201410490279A CN104266856B CN 104266856 B CN104266856 B CN 104266856B CN 201410490279 A CN201410490279 A CN 201410490279A CN 104266856 B CN104266856 B CN 104266856B
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fairing
basket
tower
vibrating
tooling
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CN104266856A (en
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张永亮
李宝海
李明选
杨晋京
谷志刚
付肇庆
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China Academy of Launch Vehicle Technology CALT
Beijing Institute of Structure and Environment Engineering
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China Academy of Launch Vehicle Technology CALT
Beijing Institute of Structure and Environment Engineering
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Abstract

The invention discloses a kind of two grades of band cover free boundaries and radome fairing built-in boundary implementation in vibration tower, the step that wherein two grades of band cover free boundaries are implemented includes: arranges and freely suspend frock and rocket body lifting hangs in radome fairing priority tower body docked with rocket body by radome fairing and determine that hanging basket installation site radome fairing separates the steps such as fixing hanging basket half basket;Radome fairing step of built-in boundary implementation in vibration tower includes: clamped frock and built-in boundary implement two big steps.The present invention compared to the prior art, have the test preparatory period short, effectively utilize existing resource, reduce experimentation cost, advantage that the most supporting risk processing scheme reduces empirical risk.

Description

二级带罩自由边界和整流罩在振动塔内固支边界实施方法The implementation method of the second-level free boundary with cover and the fixed support boundary of the fairing in the vibrating tower

背景技术Background technique

结构动特性试验是是产品研制过程中一项常规且重要的环节,试验的一般目的是考核产品真实状态下结构的动特性参数;对于运载航天器、导弹武器来说,可以为其提供姿态控制稳定系统重要的设计参数,同时也可提供重要参数用于理论预示模型修正;也可用于结构健康检测,发现结构设计缺陷等。而产品边界条件是决定结构动特性参数的一个决定性因素。因此如何安全高效低成本的实现试验产品特定的边界条件在结构动特性试验实施前期策划和试验实施过程中都是一个重要的环节。The structural dynamic characteristic test is a routine and important link in the product development process. The general purpose of the test is to assess the dynamic characteristic parameters of the structure in the real state of the product; for launch spacecraft and missile weapons, it can provide attitude control The important design parameters of the stable system can also provide important parameters for theoretical prediction model correction; it can also be used for structural health detection and discovery of structural design defects, etc. The boundary condition of the product is a decisive factor to determine the dynamic characteristic parameters of the structure. Therefore, how to realize the specific boundary conditions of the test product safely, efficiently and at low cost is an important link in the early planning and test implementation process of the structural dynamic characteristic test.

对于常规结构自由边界条件的相关技术已经相当的成熟,积累了丰富的经验。随着国内相关试验技术的发展,现有技术已经达到了国外相关试验技术先进水平。特别是对于运载器、导弹武器类大型梁模型结构件,使用经典的竖直悬吊方式模拟产品的自由飞行状态,技术经验相当丰富。同时水平悬吊方式模拟产品的自由飞行状态,同样也积累了相当的技术经验。The related technologies for the free boundary conditions of conventional structures are quite mature, and rich experience has been accumulated. With the development of domestic related test technology, the existing technology has reached the advanced level of foreign related test technology. Especially for the large-scale beam model structural parts of vehicles and missile weapons, the classic vertical suspension method is used to simulate the free flight state of the product, and the technical experience is quite rich. At the same time, the horizontal suspension method simulates the free flight state of the product, and has also accumulated considerable technical experience.

其中弹性模拟结构要保证系统的刚体弹性频率与产品的第一阶弹性频率满足结构动特性试验规范规定的强度和刚度要求,不同的行业对此有不同的要求。以《导弹与运载火箭模态试验规范》中规定的强度和刚度要求为例。要求产品的第一阶弹性频率与系统的刚体弹性频率比值要大于6。Among them, the elastic simulation structure must ensure that the elastic frequency of the rigid body of the system and the first-order elastic frequency of the product meet the strength and stiffness requirements specified in the structural dynamic characteristics test specification, and different industries have different requirements for this. Take the strength and stiffness requirements specified in the "Code for Modal Tests of Missiles and Launch Vehicles" as an example. It is required that the ratio of the first-order elastic frequency of the product to the rigid body elastic frequency of the system be greater than 6.

以上是产品自由悬吊系统基本的技术指标要求。由于产品特性的不同,自由悬吊系统,会根据结构特性进行针对性的设计,满足任务需求。The above are the basic technical index requirements of the product free suspension system. Due to the different product characteristics, the free suspension system will be designed according to the structural characteristics to meet the task requirements.

如果应用常规的产品自由悬吊系统设计方案对某型号二级带罩状态在振动塔内进行竖直悬吊方案设计及某型号整流罩在振动塔内固支方案设计,存在如下问题:If the conventional product free suspension system design scheme is applied to the vertical suspension scheme design of a certain type of secondary hooded state in the vibrating tower and the design of a certain type of fairing fixed support scheme in the vibrating tower, there are the following problems:

(1)某型号二级带罩状态,当整流罩吊装进塔与二级箭体对接之后,整流罩吊具的吊篮部分已经不能吊出振动塔,也不能下放到振动塔地下二层地面;而试验状态要求试验件不包含吊篮状态。(1) In the state of a certain model with a second-level cover, when the fairing is hoisted into the tower and docked with the second-level rocket body, the hanging basket part of the fairing spreader can no longer be lifted out of the vibrating tower, nor can it be lowered to the ground on the second floor of the vibrating tower. ; while the test state requires that the test piece does not contain the hanging basket state.

(2)某型号整流罩固支状态,要求的试验件状态存在多个低于固支平面的爆炸螺栓装置和铰链装置,如何方便实现其现场安装及固支边界实施,固支工装设计难度较大。(2) In the fixed support state of a certain type of fairing, there are many explosive bolt devices and hinge devices below the fixed support plane in the required state of the test piece. How to facilitate its on-site installation and the implementation of the fixed support boundary, the design of the fixed support tooling is more difficult Big.

(3)某型号整流罩固支状态,当整流罩吊装进塔置于振动塔地下二层固支工装上时,整流罩吊具的吊篮部分已经不能吊出振动塔,同时吊篮部分此时是主承力结构。如何实现将整流罩吊篮拆除,实施固支边界状态。(3) In the fixed support state of a certain type of fairing, when the fairing is hoisted into the tower and placed on the second floor of the vibrating tower, the hanging basket part of the fairing spreader can no longer be lifted out of the vibrating tower, and the hanging basket part is here It is the main load-bearing structure. How to remove the fairing basket and implement the boundary state of fixed support.

发明内容Contents of the invention

本发明的目的是弥补现有技术的不足,解决二级带罩自由边界和整流罩在振动塔内固支边界实施过程中面临的技术问题。The purpose of the present invention is to make up for the deficiencies of the prior art, and solve the technical problems faced in the implementation process of the second-level free boundary with a cover and the fairing in the fixed support boundary in the vibrating tower.

为了实现上述目的,本发明的技术方案为,一种二级带罩自由边界和整流罩在振动塔内固支边界实施方法,具体内容为:In order to achieve the above object, the technical solution of the present invention is a method for implementing the free boundary of the secondary band cover and the fixed support boundary of the fairing in the vibrating tower, the specific content is:

二级带罩自由边界实施的步骤包括:The steps for the second-level mask-free boundary implementation include:

步骤1:设置自由悬吊工装;从振动塔地面第五层处对称下放若干根自由悬吊工装钢丝绳,自由悬吊工装钢丝绳末端固定有水平的支撑框,自由悬吊工装钢丝绳和支撑框组成自由悬吊工装;Step 1: Set free suspension tooling; lower several free suspension tooling wire ropes symmetrically from the fifth floor of the vibrating tower, and a horizontal support frame is fixed at the end of the free suspension tooling wire ropes. suspension tooling;

步骤2:将箭体吊装进入振动塔塔体内,并让箭体末端的对接面与自由悬吊工装对接;在箭体外表面与整流罩对接处周向缠绕包带,然后通过横向保护装置将包带和振动塔塔体连接;Step 2: hoist the rocket body into the vibrating tower body, and let the docking surface at the end of the rocket body dock with the free suspension tooling; wrap the tape around the joint between the outer surface of the rocket body and the fairing, and then wrap the bag through the lateral protection device The belt is connected with the vibrating tower body;

步骤3:利用整流罩吊篮将整流罩吊装进入振动塔塔体内;Step 3: Use the fairing basket to hoist the fairing into the vibrating tower body;

步骤4:将整流罩与箭体对接组成二级带罩箭体;Step 4: Connect the fairing and the rocket body to form a second-level shrouded rocket body;

步骤5:确定整流罩吊篮在振动塔塔体内的悬吊高度低于整流罩吊篮安装高度0.3m和方位顺时针旋转约10度;Step 5: Determine that the suspension height of the fairing basket in the vibrating tower body is lower than the installation height of the fairing basket by 0.3m and the azimuth is rotated clockwise by about 10 degrees;

步骤6:在振动塔地面四层处设置承力梁,利用承力梁安装用于悬挂整流罩吊篮的承重拉绳,同时准备好固定整流罩吊篮的水平固定拉绳,水平固定拉绳的一端固定在振动塔地面二层F2和振动塔地面三层之间的振动塔塔体上;Step 6: Set the load-bearing beam on the fourth floor of the vibrating tower, use the load-bearing beam to install the load-bearing pull rope for hanging the fairing basket, and prepare the horizontal fixed pull rope for fixing the spinner basket, and the horizontal fixed pull rope One end is fixed on the vibrating tower body between the second floor F2 of the vibrating tower ground and the third floor of the vibrating tower ground;

步骤7:整流罩吊篮与二级带罩箭体的整流罩分离,整流罩吊篮分成两个吊篮半篮;Step 7: The fairing basket is separated from the fairing of the secondary rocket body with cover, and the fairing basket is divided into two baskets and half baskets;

步骤8:利用承重拉绳将吊篮半篮悬吊在步骤5确定的高度;Step 8: Suspend the half-basket of the hanging basket at the height determined in step 5 by using the load-bearing pull rope;

步骤9:利用水平固定拉绳将吊篮半篮与振动塔操作平台连接,将吊篮半篮固定在步骤5确定的方位;Step 9: Connect the half-basket of the hanging basket to the operating platform of the vibrating tower with the horizontal fixed rope, and fix the half-basket of the hanging basket at the position determined in step 5;

步骤10:调整吊篮半篮与二级带罩箭体、自由悬吊工装钢丝绳、振动塔操作平台之间的活动空间,使其最小距离均大于100mm;Step 10: Adjust the activity space between the half-basket of the hanging basket and the second-level hooded rocket body, the free suspension tooling wire rope, and the operating platform of the vibrating tower, so that the minimum distance is greater than 100mm;

整流罩在振动塔内固支边界实施方法的步骤包括:The steps of the method for implementing the method for fixing the boundary of the fairing in the vibrating tower include:

步骤1:固支工装;Step 1: Fix the tooling;

步骤1.1:根据整流罩对接面处突起物的分布位置及尺寸、对接面形式和对接孔分布尺寸,确定配打孔周径和用于避免对接面结构干涉的通孔位置;Step 1.1: According to the distribution position and size of the protrusions at the butt joint surface of the fairing, the form of the butt joint surface and the distribution size of the butt hole, determine the circumference of the matching hole and the position of the through hole for avoiding the structural interference of the butt joint surface;

步骤1.2:根据整流罩试验现场组装和对接操作所需空间尺寸,确定用于避免对接面结构干涉的通孔的尺寸;Step 1.2: According to the size of the space required for assembly and docking operation of the fairing test site, determine the size of the through hole used to avoid the structural interference of the docking surface;

步骤1.3:根据振动塔内地下2层的地面上地轨的分布形式和地轨间距1m确定工装内径和工装外径;Step 1.3: Determine the inner diameter and outer diameter of the tooling according to the distribution form of the ground rails on the ground on the second underground floor of the vibrating tower and the distance between the ground rails of 1m;

步骤1.4:固支工装现场配打孔;整流罩现场配打孔,具有较大的操作难度,同时实施周期较长,为此通过提前使用整流罩的对接结构转接框,在固支工装上配打对接螺纹孔,可有效降低实施难度缩短试验周期;Step 1.4: On-site punching of fixed support tooling; on-site punching of fairings, which is relatively difficult to operate and takes a long time to implement. For this reason, the docking structure transfer frame of fairings is used in advance to install on the fixed support tooling. With butt threaded holes, it can effectively reduce the difficulty of implementation and shorten the test cycle;

步骤2:固支边界实施Step 2: Fix Boundary Implementation

步骤2.1:对整流罩竖直支撑状态对接面受力状态进行分析,确定整流罩垫块和整流罩吊篮垫块高度和分布方式;Step 2.1: Analyze the force state of the joint surface in the vertical support state of the fairing, and determine the height and distribution of the fairing pad and the fairing basket pad;

步骤2.2:整流罩吊装进塔,处于竖立支撑状态,在整流罩垫块和整流罩吊篮垫块表面都覆盖上同等厚度的橡胶垫;Step 2.2: The fairing is hoisted into the tower and is in an upright support state, and rubber pads of the same thickness are covered on the surface of the fairing cushion block and the fairing basket cushion block;

步骤2.3:裹整流罩中间部位周向缠绕包带,然后通过横向保护装置把包带和振动塔塔体地下一层连接;Step 2.3: Wrap the tape around the middle part of the fairing, and then connect the tape to the basement floor of the vibrating tower body through a lateral protection device;

步骤2.4:整流罩吊篮与整流罩分离,形成两个吊篮半篮,将吊篮半篮放置在振动塔塔体地下2层的地面上;Step 2.4: The fairing basket is separated from the fairing to form two half-baskets of the hanging basket, and the half-basket of the hanging basket is placed on the ground of the second floor underground of the vibrating tower body;

步骤2.5:利用紧固螺栓将整流罩端轴颈安装在整流罩的端轴颈连接处;Step 2.5: Use fastening bolts to install the fairing end journal on the end journal joint of the fairing;

步骤2.6:利用振动塔吊车和吊带将整流罩吊起500mm的高度;Step 2.6: Lift the fairing to a height of 500mm with a vibrating tower crane and slings;

步骤2.7:将整流罩垫块和整流罩吊篮垫块从固支工装上移走,放置到振动塔地下2层的地面上;Step 2.7: Remove the fairing block and the fairing basket block from the fixing tool, and place them on the ground of the second floor underground of the vibrating tower;

步骤2.8:整流罩与固支工装对接;Step 2.8: The fairing is docked with the fixed support tooling;

步骤2.9:固支工装固定。Step 2.9: Fix the support tooling.

所述整流罩在振动塔内固支边界实施方法中,步骤2.1中的整流罩垫块和整流罩吊篮垫块均布,同时整流罩垫块与整流罩吊篮垫块的高度差与整流罩吊篮下端面同整流罩对接面高度差相同,每个垫块平面面积不小于200mm×200mm。In the implementation method of the fixed support boundary of the fairing in the vibrating tower, the fairing pads and the fairing basket pads in step 2.1 are evenly distributed, and the height difference between the fairing pads and the fairing basket pads is the same as that of the rectification. The height difference between the lower end surface of the hood hanging basket and the butt surface of the fairing is the same, and the plane area of each block is not less than 200mm×200mm.

本发明和现有技术相比,具有试验准备周期短、有效利用现有资源、降低了试验成本、同时配套的风险处理方案降低了试验风险的优点。Compared with the prior art, the present invention has the advantages of short test preparation period, effective use of existing resources, reduced test cost, and at the same time, a matching risk treatment scheme reduces test risk.

附图说明Description of drawings

图1为某型号二级带罩状态转换示意图。Figure 1 is a schematic diagram of the state transition of a certain type of secondary cover.

图2为某型号二级带罩状态吊篮拆除后状态示意图。Figure 2 is a schematic diagram of the state of a certain model of the secondary covered state hanging basket after removal.

图3为整流罩吊篮分离后状态俯视示意图。Fig. 3 is a schematic top view of the spinner basket after separation.

图4为整流罩固支工装示意图。Figure 4 is a schematic diagram of the fixing support tooling of the fairing.

图5为整流罩进塔置于固支工装上状态示意图。Figure 5 is a schematic diagram of the state where the fairing enters the tower and is placed on the fixing tool.

图6为吊篮与整流罩分离后状态示意图。Fig. 6 is a schematic diagram of the state after the hanging basket is separated from the fairing.

图中,1-振动塔塔体,2-二级带罩箭体,3-整流罩吊篮,4-自由悬吊工装,5-振动塔操作平台,6-横向保护装置,7-吊篮半篮,8-承力梁,9-承重拉绳,10-水平固定拉绳,11-整流罩,12-自由悬吊工装钢丝绳,13-工装内径,14-工装外径,15-配打孔周径,16-通孔,17-工装起吊吊点,18-整流罩垫块,19-整流罩吊篮垫块,20-振动塔吊车,21-吊带,22-整流罩端轴颈,F1~F6:振动塔地面层数,F-1、F-2:振动塔地下层数。In the figure, 1-vibrating tower body, 2-secondary rocket body with cover, 3-fairing basket, 4-free suspension tooling, 5-vibrating tower operating platform, 6-lateral protection device, 7-basket Half basket, 8-bearing beam, 9-load-bearing pull rope, 10-horizontal fixed pull rope, 11-fairing, 12-free suspension tooling wire rope, 13-tooling inner diameter, 14-tooling outer diameter, 15-fitting Hole circumference, 16- through hole, 17- tooling lifting point, 18- fairing pad, 19- fairing basket pad, 20- vibrating tower crane, 21- strap, 22- fairing end journal, F1~F6: the number of ground floors of the vibrating tower, F-1, F-2: the number of underground floors of the vibrating tower.

具体实施方式detailed description

下面结合附图和实施例对本发明进行进一步描述。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

一种二级带罩自由边界和整流罩在振动塔内固支边界实施方法,包括自由边界实施和固定边界实施两方面,其顺序由任务确定,具体内容为:A method for implementing a two-level free boundary with a cover and a fixed boundary in a vibrating tower with a fairing, including two aspects of free boundary implementation and fixed boundary implementation, the order of which is determined by the task, and the specific content is:

二级带罩自由边界的步骤包括:The steps for a second-level mask-free boundary include:

步骤1:设置自由悬吊工装4;从振动塔地面第五层F5处对称下放若干根自由悬吊工装钢丝绳12,自由悬吊工装钢丝绳12末端固定有水平的支撑框,自由悬吊工装钢丝绳12和支撑框组成自由悬吊工装4,如图1和图3所示;Step 1: Set the free suspension tooling 4; symmetrically lower several free suspension tooling wire ropes 12 from F5 on the fifth floor of the vibrating tower, the end of the free suspension tooling steel wire ropes 12 is fixed with a horizontal support frame, and the free suspension tooling steel wire ropes 12 Form the free suspension tooling 4 with the support frame, as shown in Figure 1 and Figure 3;

步骤2:将箭体吊装进入振动塔塔体1内,并让箭体末端的对接面与自由悬吊工装4对接;在箭体外表面与整流罩11对接处周向缠绕包带,然后通过横向保护装置6将包带和振动塔塔体1连接,以保持箭体的稳定;如图1和图3所示;Step 2: hoist the rocket body into the vibrating tower body 1, and let the docking surface at the end of the rocket body dock with the free suspension tooling 4; wrap the tape around the joint between the outer surface of the rocket body and the fairing 11, and then pass the horizontal The protective device 6 connects the strap and the vibrating tower body 1 to keep the arrow body stable; as shown in Figure 1 and Figure 3;

步骤3:利用整流罩吊篮3将整流罩11吊装进入振动塔塔体1内,如附图1所示;Step 3: Use the fairing basket 3 to hoist the fairing 11 into the vibrating tower body 1, as shown in Figure 1;

步骤4:将整流罩11与箭体对接组成二级带罩箭体2,如附图1所示;Step 4: dock the fairing 11 with the rocket body to form the second-level shrouded rocket body 2, as shown in Figure 1;

步骤5:考虑振动塔塔体1内部的结构特点及自由悬吊工装钢丝绳12所占空间限制,确定整流罩吊篮3在振动塔塔体1内的悬吊高度低于整流罩吊篮3安装高度0.3m和方位顺时针旋转约10度,当箭体和整流罩11确定,整流罩吊篮3安装高度就确定;如附图2所示;Step 5: Considering the structural characteristics of the vibrating tower body 1 and the space occupied by the free suspension tooling wire rope 12, determine that the suspension height of the fairing basket 3 in the vibrating tower body 1 is lower than that of the fairing basket 3. Installation The height is 0.3m and the azimuth rotates about 10 degrees clockwise. When the rocket body and the fairing 11 are determined, the installation height of the fairing basket 3 is determined; as shown in Figure 2;

步骤6:在振动塔地面四层F4处设置承力梁8,利用承力梁8安装用于悬挂整流罩吊篮3的承重拉绳9,同时准备好固定整流罩吊篮3的水平固定拉绳10,水平固定拉绳10的一端固定在振动塔地面二层F2和振动塔地面三层F3之间的振动塔塔体1上,如附图2所示;Step 6: Set the load-bearing beam 8 at F4 on the fourth floor of the vibrating tower, use the load-bearing beam 8 to install the load-bearing stay rope 9 for hanging the fairing basket 3, and prepare the horizontal fixed pulley for fixing the fairing basket 3 at the same time. Rope 10, one end of horizontally fixed stay rope 10 is fixed on the vibration tower body 1 between the second floor F2 of the vibration tower ground and the third floor F3 of the vibration tower ground, as shown in Figure 2;

步骤7:整流罩吊篮3与二级带罩箭体2的整流罩11分离,整流罩吊篮3分成两个吊篮半篮7,如图2所示;Step 7: The fairing basket 3 is separated from the fairing 11 of the secondary rocket body 2 with cover, and the fairing basket 3 is divided into two half-baskets 7, as shown in Figure 2;

步骤8:利用承重拉绳9将吊篮半篮7悬吊在步骤5确定的高度,如附图2所示;Step 8: Use the load-bearing stay rope 9 to suspend the half-basket 7 of the hanging basket at the height determined in Step 5, as shown in Figure 2;

步骤9:利用水平固定拉绳10将吊篮半篮7与振动塔操作平台5连接,将吊篮半篮7固定在步骤5确定的方位,如附图2所示;Step 9: Connect the half-basket 7 of the hanging basket 7 to the operating platform 5 of the vibrating tower by using the horizontally fixed stay rope 10, and fix the half-basket 7 of the hanging basket 7 at the position determined in step 5, as shown in Figure 2;

步骤10:调整吊篮半篮7与二级带罩箭体2、自由悬吊工装钢丝绳12、振动塔操作平台5之间的活动空间,使其最小距离均大于100mm,避免因出现相互接触影响试验测量结果,如附图3所示。Step 10: Adjust the activity space between the hanging basket half-basket 7 and the second-level hooded arrow body 2, the free suspension tooling wire rope 12, and the vibrating tower operating platform 5, so that the minimum distance is greater than 100mm, so as to avoid mutual contact and influence The test measurement results are shown in Figure 3.

整流罩在振动塔内固支边界实施方法:The method of fixing the boundary of the fairing in the vibrating tower:

步骤1:固支工装,本步骤为公知常识,如附图4所示;Step 1: Fix the tooling, this step is common knowledge, as shown in Figure 4;

步骤1.1:根据整流罩11对接面处突起物的分布位置及尺寸,对接面形式和对接孔分布尺寸,确定配打孔周径15和用于避免对接面结构干涉的通孔16位置;Step 1.1: According to the distribution position and size of the protrusions at the docking surface of the fairing 11, the form of the docking surface and the distribution size of the docking holes, determine the circumference of the punching hole 15 and the position of the through hole 16 for avoiding the structural interference of the docking surface;

步骤1.2:根据整流罩11试验现场组装和对接操作所需空间尺寸,确定用于避免对接面结构干涉的通孔16的尺寸为370mm×350mm;Step 1.2: According to the space size required for assembly and docking operation of the fairing 11 test site, determine the size of the through hole 16 for avoiding structural interference of the docking surface to be 370mm×350mm;

步骤1.3:根据振动塔内地下2层F-2的地面上地轨的分布形式和地轨间距1m确定工装内径13和工装外径14;为最大限度的利用地轨,保证固支工装固支刚度,确定工装内径13为2.1m、工装外径14为4.4m,这可保证固支工装可以安装10个压紧装置与地轨相连;Step 1.3: Determine the inner diameter 13 of the tooling and the outer diameter 14 of the tooling according to the distribution of the ground rails on the ground of the second floor F-2 in the vibrating tower and the distance between the ground rails of 1m; in order to maximize the use of the ground rails, ensure the fixed support of the tooling Rigidity, determine that the inner diameter of the tooling 13 is 2.1m, and the outer diameter of the tooling 14 is 4.4m, which can ensure that the fixed tooling can be installed with 10 pressing devices to connect with the ground rail;

步骤1.4:固支工装现场配打孔;整流罩11对接面设置环向均匀分布的96个对接孔,如提前打对接孔,然后现场对接,易出现大量对接孔对接不上的情况,固支刚度难以保证,因此为保证整流罩11固支现场对接顺利进行,确定固支工装现场配打对接孔,如附图4所示;Step 1.4: Drill holes on site for fixing tooling; set 96 butt holes evenly distributed in the circumferential direction on the butt surface of fairing 11. If the butt holes are drilled in advance and then docked on site, it is easy to cause a large number of butt holes to fail to connect. Rigidity is difficult to guarantee, so in order to ensure smooth on-site docking of fairing 11 fixed support, it is determined that the fixed support tooling is equipped with butt joint holes on site, as shown in Figure 4;

步骤2:固支边界实施Step 2: Fix Boundary Implementation

步骤2.1:对整流罩11竖直支撑状态对接面受力状态进行分析,确定整流罩垫块18和整流罩吊篮垫块19高度和分布方式;经过分析整流罩11安装有整流罩吊篮3的状态,在竖直支撑情况下对接面不可长时间处于集中受力,同时此状态下整流罩吊篮3也不可长时间处于集中受力状态,为此需要对整流罩11对接面和整流罩吊篮3同时支撑,并保证都处于近似分布受力状态;最终确定了整流罩垫块18和整流罩吊篮垫块19均布,同时整流罩垫块18与整流罩吊篮垫块19的高度差与整流罩吊篮下端面同整流罩对接面高度差相同,每个垫块平面面积不小于200mm×200mm,如附图5所示;Step 2.1: Analyze the stress state of the joint surface in the vertical support state of the fairing 11, and determine the height and distribution of the fairing spacer 18 and the fairing basket spacer 19; after analysis, the fairing 11 is equipped with a fairing basket 3 state, under the condition of vertical support, the docking surface cannot be under concentrated stress for a long time, and at the same time, the fairing basket 3 cannot be under concentrated stress for a long time in this state. For this reason, the fairing 11 docking surface and the fairing The hanging baskets 3 are supported at the same time, and it is ensured that they are all in an approximately distributed stress state; it is finally determined that the fairing pads 18 and the fairing hanging basket pads 19 are evenly distributed, and the fairing pads 18 and the fairing hanging basket pads 19 are evenly distributed. The height difference is the same as the height difference between the lower end surface of the fairing basket and the butt surface of the fairing, and the plane area of each block is not less than 200mm×200mm, as shown in Figure 5;

步骤2.2:整流罩11吊装进塔,处于竖立支撑状态,确定整流罩11与整流罩垫块18、整流罩吊篮垫块19的接触面保护措施;为保护整流罩11与整流罩垫块18和整流罩吊篮垫块19接触面,在整流罩垫块18和整流罩吊篮垫块19表面都覆盖上同等厚度的橡胶垫,如附图5所示;Step 2.2: The fairing 11 is hoisted into the tower and is in an upright support state, and the contact surface protection measures between the fairing 11 and the fairing cushion block 18 and the fairing basket cushion block 19 are determined; in order to protect the fairing 11 and the fairing cushion block 18 With the contact surface of the fairing basket pad 19, the rubber pads of the same thickness are covered on the fairing pad 18 and the surface of the fairing basket pad 19, as shown in Figure 5;

步骤2.3:裹整流罩11中间部位周向缠绕包带,然后通过横向保护装置6把包带和振动塔地下一层F-1连接,如附图5所示;Step 2.3: Wrap the middle part of the fairing 11 and wind the wrapping tape circumferentially, and then connect the wrapping tape to the underground floor F-1 of the vibrating tower through the horizontal protection device 6, as shown in Figure 5;

步骤2.4:整流罩吊篮3与整流罩11分离,形成两个吊篮半篮7,将吊篮半篮7放置在振动塔地下2层F-2的地面上,如附图6所示;Step 2.4: The fairing basket 3 is separated from the fairing 11 to form two basket half-baskets 7, and the basket half-basket 7 is placed on the ground of F-2, the second underground floor of the vibrating tower, as shown in Figure 6;

步骤2.5:工作人员利用紧固螺栓将整流罩端轴颈22安装在整流罩11的端轴颈连接处,见附图6;Step 2.5: The worker installs the fairing end journal 22 on the end journal joint of the fairing 11 by using fastening bolts, see attached drawing 6;

步骤2.6:利用振动塔吊车20和吊带21将整流罩11吊起约500mm的高度;Step 2.6: using the vibrating tower crane 20 and the sling 21 to lift the fairing 11 to a height of about 500mm;

步骤2.7:工作人员将整流罩垫块18和整流罩吊篮垫块19从固支工装上移走,放置到振动塔地下2层F-2的地面上;Step 2.7: The staff removes the fairing cushion block 18 and the fairing basket cushion block 19 from the fixing tooling, and places them on the ground of F-2, the second underground floor of the vibrating tower;

步骤2.8:整流罩11与固支工装对接;Step 2.8: The fairing 11 is docked with the fixing tool;

步骤2.9:固支工装固定。Step 2.9: Fix the support tooling.

上述整流罩在振动塔内固支边界实施方法,固支工装设计方法适用于试验对象与固支平面存在结构干涉和需要现场对试验对象进行相关操作的情况;固支边界实施主要考虑试验对象的安全防护和试验状态转换过程中过渡方式。The implementation method of the above-mentioned fairing on the fixed support boundary in the vibrating tower, the design method of the fixed support tooling is suitable for the situation where there is structural interference between the test object and the fixed support plane and the relevant operations on the test object need to be carried out on site; the implementation of the fixed support boundary mainly considers the test object. Transition mode during safety protection and test state transition.

上述总技术方案,试验场地和试验对象均不限制,但是要满足试验对象吊具在试验场地内组装过程中,出现随试验对象进试验场地但是出不去也放不下的情况,试验对象吊具在试验场地内悬挂方案的确定,因试验场地和试验对象结构变化而有所不同,但考虑的因素都是不干涉试验对象和试验边界并留有充足的安全活动空间;The above-mentioned general technical plan, the test site and the test object are not limited, but to meet the situation that the test object spreader enters the test site with the test object during the assembly process in the test site but cannot go out or put it down, the test object spreader The determination of the suspension scheme in the test site is different due to the structural changes of the test site and the test object, but the factors considered are not to interfere with the test object and the test boundary and to leave sufficient safe space for movement;

上面对本发明的实施例作了详细说明,上述实施方式仅为本发明的最优实施例,但是本发明并不限于上述实施例,在本领域普通技术人员所具备的知识范围内,还可以在不脱离本发明宗旨的前提下作出各种变化。The embodiments of the present invention have been described in detail above. The above-mentioned implementation is only the best embodiment of the present invention, but the present invention is not limited to the above-mentioned embodiments. Within the scope of knowledge of those skilled in the art, it can also be Various changes can be made without departing from the spirit of the invention.

Claims (2)

1.一种二级带罩自由边界和整流罩在振动塔内固支边界实施方法,其特征在于包括二级带罩自由边界实施和整流罩在振动塔内固支边界实施两部分,具体内容为:1. A kind of two-stage belt cover free boundary and fairing implement method for fixed support boundary in vibrating tower, it is characterized in that comprising two-level band cover free boundary implementation and fairing implement two parts in vibrating tower fixed support boundary, specific content for: 二级带罩自由边界实施的步骤包括:The steps for the second-level mask-free boundary implementation include: 步骤1:设置自由悬吊工装(4);从振动塔地面第五层(F5)处对称下放若干根自由悬吊工装钢丝绳(12),自由悬吊工装钢丝绳(12)末端固定有水平的支撑框,自由悬吊工装钢丝绳(12)和支撑框组成自由悬吊工装(4);Step 1: Set free suspension tooling (4); lower several free suspension tooling wire ropes (12) symmetrically from the fifth floor (F5) of the vibrating tower, and fix horizontal supports at the ends of free suspension tooling wire ropes (12) Frame, free suspension frock wire rope (12) and support frame form free suspension frock (4); 步骤2:将箭体吊装进入振动塔塔体(1)内,并让箭体末端的对接面与自由悬吊工装(4)对接;在箭体外表面与整流罩(11)对接处周向缠绕包带,然后通过横向保护装置(6)将包带和振动塔塔体(1)连接;Step 2: hoist the rocket body into the vibrating tower body (1), and let the docking surface at the end of the rocket body dock with the free suspension tooling (4); wrap circumferentially at the joint between the outer surface of the rocket body and the fairing (11) Tape, then the strap is connected to the vibrating tower body (1) by a lateral protection device (6); 步骤3:利用整流罩吊篮(3)将整流罩(11)吊装进入振动塔塔体(1)内;Step 3: Hoist the fairing (11) into the vibration tower body (1) by using the fairing basket (3); 步骤4:将整流罩(11)与箭体对接组成二级带罩箭体(2);Step 4: docking the fairing (11) with the rocket body to form a second-level shrouded rocket body (2); 步骤5:确定整流罩吊篮(3)在振动塔塔体(1)内的悬吊高度低于整流罩吊篮(3)安装高度0.3m和方位顺时针旋转约10度;Step 5: Determine that the suspension height of the fairing basket (3) in the vibrating tower body (1) is lower than the installation height of the fairing basket (3) by 0.3m and the orientation is rotated clockwise by about 10 degrees; 步骤6:在振动塔地面四层(F4)处设置承力梁(8),利用承力梁(8)安装用于悬挂整流罩吊篮(3)的承重拉绳(9),同时准备好固定整流罩吊篮(3)的水平固定拉绳(10),水平固定拉绳(10)的一端固定在振动塔地面二层(F2)和振动塔地面三层(F3)之间的振动塔塔体(1)上;Step 6: Set the load-bearing beam (8) at the fourth floor (F4) of the vibrating tower, use the load-bearing beam (8) to install the load-bearing pull rope (9) for hanging the fairing basket (3), and prepare Fix the horizontally fixed stay rope (10) of the fairing hanging basket (3), and one end of the horizontally fixed stay rope (10) is fixed on the vibrating tower between the second floor (F2) of the vibrating tower ground and the third floor (F3) of the vibrating tower ground On the tower body (1); 步骤7:整流罩吊篮(3)与二级带罩箭体(2)的整流罩(11)分离,整流罩吊篮(3)分成两个吊篮半篮(7);Step 7: The fairing hanging basket (3) is separated from the fairing (11) of the second-stage banded rocket body (2), and the fairing hanging basket (3) is divided into two hanging baskets and half-baskets (7); 步骤8:利用承重拉绳(9)将吊篮半篮(7)悬吊在步骤5确定的高度;Step 8: Utilize the load-bearing stay rope (9) to suspend the half-basket (7) of the hanging basket at the height determined in step 5; 步骤9:利用水平固定拉绳(10)将吊篮半篮(7)与振动塔操作平台(5)连接,将吊篮半篮(7)固定在步骤5确定的方位;Step 9: Use the horizontal fixed stay rope (10) to connect the hanging basket half-basket (7) with the vibrating tower operating platform (5), and fix the hanging basket half-basket (7) at the position determined in step 5; 步骤10:调整吊篮半篮(7)与二级带罩箭体(2)、自由悬吊工装钢丝绳(12)、振动塔操作平台(5)之间的活动空间,使其最小距离均大于100mm;Step 10: Adjust the activity space between the hanging basket half-basket (7) and the second-level hooded rocket body (2), the free suspension tooling wire rope (12), and the vibrating tower operating platform (5), so that the minimum distance is greater than 100mm; 整流罩在振动塔内固支边界实施方法的步骤包括:The steps of the method for implementing the method for fixing the boundary of the fairing in the vibrating tower include: 步骤1:固支工装;Step 1: Fix the tooling; 步骤1.1:根据整流罩(11)对接面处突起物的分布位置及尺寸、对接面形式和对接孔分布尺寸,确定配打孔周径(15)和用于避免对接面结构干涉的通孔(16)位置;Step 1.1: According to the distribution position and size of the protrusions at the docking surface of the fairing (11), the form of the docking surface and the distribution size of the docking holes, determine the circumference of the punching hole (15) and the through holes used to avoid structural interference on the docking surface ( 16) location; 步骤1.2:根据整流罩(11)试验现场组装和对接操作所需空间尺寸,确定用于避免对接面结构干涉的通孔(16)的尺寸;Step 1.2: Determine the size of the through hole (16) for avoiding structural interference of the docking surface according to the size of the space required for assembly and docking operations of the fairing (11) test site; 步骤1.3:根据振动塔内地下2层(F-2)的地面上地轨的分布形式和地轨间距1m确定工装内径(13)和工装外径(14);Step 1.3: Determine the tooling inner diameter (13) and tooling outer diameter (14) according to the distribution form of the ground rails on the ground of the second underground floor (F-2) in the vibrating tower and the ground rail spacing of 1m; 步骤1.4:固支工装现场配打孔;Step 1.4: On-site punching of fixing tooling; 步骤2:固支边界实施Step 2: Fix Boundary Implementation 步骤2.1:对整流罩(11)竖直支撑状态对接面受力状态进行分析,确定整流罩垫块(18)和整流罩吊篮垫块(19)高度和分布方式;Step 2.1: Analyze the force state of the butt joint surface of the fairing (11) in the vertical support state, and determine the height and distribution mode of the fairing spacer (18) and the fairing basket spacer (19); 步骤2.2:整流罩(11)吊装进塔,处于竖立支撑状态,在整流罩垫块(18)和整流罩吊篮垫块(19)表面都覆盖上同等厚度的橡胶垫;Step 2.2: The fairing (11) is hoisted into the tower, and it is in an upright support state, and rubber pads of the same thickness are covered on the surfaces of the fairing cushion block (18) and the fairing basket cushion block (19); 步骤2.3:裹整流罩(11)中间部位周向缠绕包带,然后通过横向保护装置(6)把包带和振动塔地下一层(F-1)连接;Step 2.3: Wrap the tape around the middle part of the fairing (11), and then connect the tape to the basement floor (F-1) of the vibrating tower through the horizontal protection device (6); 步骤2.4:整流罩吊篮(3)与整流罩(11)分离,形成两个吊篮半篮(7),将吊篮半篮(7)放置在振动塔地下2层(F-2)的地面上;Step 2.4: The fairing basket (3) is separated from the fairing (11) to form two half-baskets (7), and the half-basket (7) is placed on the second floor (F-2) of the vibration tower on the ground; 步骤2.5:利用紧固螺栓将整流罩端轴颈(22)安装在整流罩(11)的端轴颈连接处;Step 2.5: Install the fairing end journal (22) on the end journal joint of the fairing (11) with fastening bolts; 步骤2.6:利用振动塔吊车(20)和吊带(21)将整流罩(11)吊起500mm的高度;Step 2.6: Use the vibrating tower crane (20) and the sling (21) to lift the fairing (11) to a height of 500mm; 步骤2.7:将整流罩垫块(18)和整流罩吊篮垫块(19)从固支工装上移走,放置到振动塔地下2层(F-2)的地面上;Step 2.7: Remove the fairing block (18) and the fairing basket block (19) from the fixing tooling, and place them on the ground of the second underground floor (F-2) of the vibrating tower; 步骤2.8:整流罩(11)与固支工装对接;Step 2.8: The fairing (11) is docked with the fixing tool; 步骤2.9:固支工装固定。Step 2.9: Fix the support tooling. 2.如权利要求1所述的一种二级带罩自由边界和整流罩在振动塔内固支边界实施方法,其特征在于整流罩在振动塔内固支边界实施时,步骤2.1中的整流罩垫块(18)和整流罩吊篮垫块(19)均布,同时整流罩垫块(18)与整流罩吊篮垫块(19)的高度差与整流罩吊篮下端面同整流罩对接面高度差相同,每个垫块平面面积不小于200mm×200mm。2. a kind of two-stage band cover free boundary and fairing as claimed in claim 1 are in vibrating tower internal fixed support boundary implementation method, it is characterized in that when fairing is implemented in vibrating tower internal fixed support boundary, the rectification in step 2.1 The cowl spacer (18) and the fairing basket spacer (19) are evenly distributed, and at the same time the height difference between the fairing spacer (18) and the fairing basket spacer (19) is the same as that of the fairing basket lower end surface The height difference of the docking surfaces is the same, and the plane area of each block is not less than 200mm×200mm.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107381322A (en) * 2017-07-10 2017-11-24 北京航天发射技术研究所 A kind of satellite fairing assembly hanging basket

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106197936B (en) * 2016-06-24 2018-08-07 中国航天空气动力技术研究院 Two valve rotating separation wind tunnel test methods of aircraft head-shield and device
CN107340150B (en) * 2017-08-14 2023-09-26 北京强度环境研究所 Eight-point free suspension device for carrier rocket full rocket modal test and installation method thereof
CN109186835B (en) * 2018-09-05 2020-12-01 北京强度环境研究所 A single degree of freedom elastic limit force measuring device
CN110207963B (en) * 2019-05-29 2021-01-05 北京强度环境研究所 Free-free boundary simulation device for air spring elastic support vertical structure
CN111947901B (en) * 2020-09-23 2022-11-22 北京强度环境研究所 A New Free Boundary Simulation System for Spring Cables
CN114194419B (en) * 2021-11-29 2023-07-14 北京空间机电研究所 A parachute system suitable for recovery of launch vehicle fairing
CN118062717B (en) * 2024-03-29 2024-11-05 蓝箭航天空间科技股份有限公司 Hoisting device for vertical butt joint of star cover assembly

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3800329A1 (en) * 1987-02-10 1988-08-25 Diehl Gmbh & Co Trials missile test device
CN101687553A (en) * 2006-12-11 2010-03-31 迈克尔·D·约翰逊 modular spacecraft
CN202947849U (en) * 2012-10-24 2013-05-22 北京强度环境研究所 Vibration testing clamp of instrument cabin of lunch vehicle
CN103455646A (en) * 2012-05-31 2013-12-18 北京宇航系统工程研究所 Main binding connection structure dynamic simulation method
CN203365162U (en) * 2013-06-21 2013-12-25 上海航天精密机械研究所 Universal three-dimensional loading device for rocket cabin segment hoisting test, and loading devices thereof
CN203638954U (en) * 2013-11-04 2014-06-11 北京航天发射技术研究所 Hanger for vertically hoisting fairing

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7721999B2 (en) * 2005-05-20 2010-05-25 The Boeing Company Aerospace vehicle fairing systems and associated methods

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3800329A1 (en) * 1987-02-10 1988-08-25 Diehl Gmbh & Co Trials missile test device
CN101687553A (en) * 2006-12-11 2010-03-31 迈克尔·D·约翰逊 modular spacecraft
CN103455646A (en) * 2012-05-31 2013-12-18 北京宇航系统工程研究所 Main binding connection structure dynamic simulation method
CN202947849U (en) * 2012-10-24 2013-05-22 北京强度环境研究所 Vibration testing clamp of instrument cabin of lunch vehicle
CN203365162U (en) * 2013-06-21 2013-12-25 上海航天精密机械研究所 Universal three-dimensional loading device for rocket cabin segment hoisting test, and loading devices thereof
CN203638954U (en) * 2013-11-04 2014-06-11 北京航天发射技术研究所 Hanger for vertically hoisting fairing

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
捆绑火箭全箭动力学特性研究;王建民 等;《宇航学报 》;20090515;第30卷(第3期);第821-826页 *
载人运载火箭全箭模态试验;吴素春 等;《宇航学报 》;20050930;第26卷(第5期);第531-534、570页 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107381322A (en) * 2017-07-10 2017-11-24 北京航天发射技术研究所 A kind of satellite fairing assembly hanging basket

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