电梯翻译-中英文对照

第三章  电梯导轨的安装
Chapter 3 Installation of Elevator Guide Rail
注：图中的G、C尺寸为布置图上标注的导轨端面间距加两倍的导轨高加5～6mm间隙。
Note: The sizes of G and C in the diagram are the guide rail end surface spacing labeled on the diagram + two times of guide rail height + 5-6mm clearance.
Ａ：轿厢宽；Ｂ：轿厢深；Ｃ：对重导轨架距离;
Ｄ：轿厢架中心线与对重架中心线的距离；
A. Car width; B. Car depth; C. Counterweight guide rail bracket distance;
D. Distance between car frame center line and counterweight housing center line;
Ｅ：轿厢架中心线至轿底后沿尺寸；Ｆ：开门净宽；
Ｇ：轿厢导轨距离；
１：铅垂线；２：对重中心线；３：轿厢架中心线；
４：联接铁钉
E. Size from car frame center line to car platform back edge; F. Clear door width; G. Car guide distance;
1. Plumb line; 2. Counterweight center line; 3. Car frame center line; 4. Connection iron nail
注：建筑越高，木板的厚度应相应加大，或者用角钢制作
Note: The thickness of wood board shall be subject to the height increase of the wood board, or fabricated with angle iron.
3.1制作样板架：
根据本电梯布置图上注明的尺寸用不易变形的干木料制成，四面刮平并要求绝对平直，必时亦可用角钢制成，木板规格与建筑提升高度有关，见下表：(样板架平面示意图见图3-1)。
3.1 Fabrication of template frame:
The template frame is made of deformation-resistant dry timber according to the dimensions specified on the elevator layout drawing. The four sides should be stroke off and absolutely straight. If necessary, it can also be made of angle bar. The specification of wood board is correlative to architectural hoisting height. See the following table (refer to Diagram 3-1 for the plan sketch of template frame).
第四章 电梯机房承重梁的安装
Chapter 4 Installation of Machine Supporting Beams in Elevator Machine Room
4.1承重梁的安装应符合下列要求：
4.1.1两端埋入墙内时，其埋入深度应超过墙厚中心20毫米，且不应小于75毫米(对砖墙，梁下应垫以钢筋混凝土梁，(见图4-1))；
4.1.2承重梁上平面(A面)的水平度误差不应超过1/1000，相邻之间的高度允差2毫米。(见图4-2)
4.1 The installation of machine supporting beams shall meet the following requirements:
4.1.1 When the two ends are embedded in the wall, the embedding depth shall be more than 20mm from wall thickness center and less than 75mm (as for brick wall, reinforced beam should be cushioned under the beams, see Diagram 4-1);
4.1.2 The horizontal error of the upper plane (A) of machine supporting beams shall not exceed 1/1000. The neighboring height tolerance is 2mm. (See Diagram 4-2)
图4-1　承重梁的埋设   　　  　   图4-2　承重梁
  1：砖墙；2：混凝土；
  3：承重梁；4：过梁；
  5：墙中心线；
                               Diagram 4-2 machine supporting beams
Diagram 4-1 Embedding of machine supporting beams  
1. Brick wall; 2. Concrete;
3. Machine supporting beams; 4. Lintel;
5. Center line of wall
    承重梁必须按照布置图的要求，轿厢中心位置安放正确，即对正样板架中心，在井道两面所需插入梁的墙上留孔或凿孔，在机房楼板平面上最好在有承重梁安置的地方留一狭长孔洞，或者机房楼板不封顶待装完承重梁后进行封顶。
Machine supporting beams must comply with the layout drawing. The central position of lift car should be placed correctly, i.e. opposite to the center of template frame. Provide or punch holes on the wall inserted with beams at the two faces of hoistway. It is better to provide a long and narrow hole at the place where machine supporting beams are placed on the machine room slab plane, or the machine room slab is left uncapped and is so after installing machine supporting beams.
两个缓冲器顶部和电梯轿厢架缓冲板之间的相对误差为 e 2
The relative error between two buffer tops and elevator car frame buffer plate is e 2.
座筒部分每100mm
长度内C-D ≤1mm
Every 100mm of the seat post part
Length C-D ≤1mm
5.1.5在采用弹簧缓冲器的情况下，弹簧缓冲器的安装要保持垂直。
5.1.6缓冲器中心应对准轿架或对重的缓冲座的中心，允差在20毫米以内。
5.1.5 When spring buffer is adopted, its installation shall keep vertical.
5.1.6 The center of buffer shall be aligned with the center of car frame or counterweight buffer seat. The tolerance shall be within 20mm.
第五章　缓冲器的安装
Chapter 5 Installation of Buffer
缓冲器的选用：
Selection of buffer:
缓冲器有弹簧缓冲器及液压缓冲器两种，且分为轿厢缓冲器和对重缓冲器，安装在轿厢架和对重架下面的井道底坑内。当轿厢在超载10%并以限速器允许的最大速度下降时，缓冲器应能承受相应的冲击。它是电梯的重要安全部件之一，根据电梯的速度进行选用。
Buffer falls into spring buffer and hydraulic buffer, or car buffer and counterweight buffer, which are installed in the well pit under car frame and counterweight housing. When the lift car is descending with 10% overload and at the maximum speed allowed by speed governor, the buffer shall bear corresponding impact. It is an important safety part of elevator, and shall be selected as per the speed of elevator.
5.1.2轿厢下梁.对重蹲簧板至缓冲器的越程S1、S2应符合表5-1的规定。或按电梯土建总体布置图规定尺寸进行施工。
5.1.2 Car frame plank. The overruns (S1, S2) from counterweight springboard to buffer shall be in conformity with Table 5-1, or constructed as per the specified dimensions of the overall civil engineering layout drawing.
表5-1　缓冲器的选用及越程
Table 5-1 Selection and overrun of buffer
电梯额定速度Rated speed of lift
缓冲器形式 Buffer type
液压Hydraulic
弹簧spring
5.1.3液压缓冲器的安装要垂直。在活动柱塞的顶部和底部倾斜度不超过0.5毫米(即垂直度、歪斜A-B之差应图5-1b中的直以内)。
5.1.3 The installation of hydraulic buffer should be vertical. The inclination at the top and bottom of the movable plunger shall not exceed 0.5mm (i.e. the different of verticality and skewness A-B shall be within the value specified in Diagram 5-1b).
5.1.4在同一基础上安装两个液压缓冲器时其水平误差不超过2毫米（图5-1c）。
5.1.4 When two hydraulic buffers are installed on the same base, the horizontal error shall not exceed 2mm (Diagram 5-1c).
第六章　对重装置安装
Chapter 6 Installation of Counterweight Device
6.1在对重导轨的中心处由底坑起约5～6米高的地方悬吊一个牢固的环链手拉葫芦，用其将对重架吊起。
6.2根据不同底坑深度及轿厢下梁和缓冲器计算轿厢和对重碰缓冲器的行程S
　　　即　　S＝P－(A＋B)──轿厢和对重碰缓冲器的行程
　　　　　　H＝S＋C──对重距离底坑深度
　　　　　　P──底坑深度
　　　　　　A──轿厢门坎平面至下梁碰板的距离
　　　　　　B、C──缓冲器顶面至底坑底平面的距离。
6.1 A firm chain block is hung 5-6 meters above the pit at the center of counterweight guide rail to sling counterweight housing.
6.2 Calculate the stroke(S) of car buffer and counterweight buffer according to different pit depths and car frame plank and buffer
i.e. S= P－(A＋B)──stroke of car buffer and counterweight buffer
     H＝S＋C──counterweight distance pit depth
     P──Pit depth
A──Distance from car threshold plane to plank bumping board
B, C──Distance from buffer top to pit base plane.
      
图6-1　对重装置定位计算图
Diagram 6-1 Position calculation diagram for counterweight device
6.3 根据计算出的距离将对重架吊起至所需高度用木楞支好，将两边上、下导靴装好。调整导靴与导轨的吻合，保证能自由上、下滑动，不得有偏斜或者有切割导轨现象。如用滑动的死导靴，则导靴内顶面与导轨顶面间之间隙调整至２毫米，然后将平衡铁由下而上地装到对重架内。
　　对重装置总重＝轿厢总重量＋４０～５０％额定载荷。
6.4 对于有动滑轮的对重装置同时把滑轮装好。
6.5 当对重平衡铁装到所需重量后，把对重架两侧立柱定位角铁与立柱配钻后用螺栓牢固住，以免在正常运行中发出碰撞之声。
6.3 Sling the counterweight housing according to the calculated distance up to the required height and set it up with wood shuttle. Install the top and bottom guide shoe at the two sides. Adjust the guide shoe to coincide with the guide rail, ensuring it can slide freely upwards and downwards without deviation or cutting guide rail. In case of using slideable dead guide shoe, adjust the clearance between the inner top surface and top surface of guide rail to be 2mm, and then install balance iron from bottom to top into the counterweight housing.
Total weight of counterweight device=total weight of lift car+40-50% rated load.
6.4 As for counterweight devices with a fall block, the fall block should be installed at the same time.
6.5 When the counterweight balance iron is up to the required weight, drill the upright positioning angle iron at the two sides of the counterweight housing with the upright and fix them with bolts, so as not to cause impact sound during normal operation.
6.6安装简单方法如下：
   将轿厢内多余物品拿出轿厢，按额定载荷的40%的重物加入轿厢（如额定载荷1000kg时为400kg），电梯从一楼往顶楼上行，到行程的中间位置时，记录电流值；再将电梯从顶楼往一楼，运行到中间位置时，记录电流值。再加载到45%，按前述运行，并记录电流值；在做完50%的额定载荷后，根据所记录的电流值，在平衡系数测试坐标上画出上、下行的二条电流曲线，其交点应在40%--50%之间。
6.6 The simple methods for installation are as follows:
Take superfluous objects out of lift car, put in 40% weight to the lift car as per rated load (400 kg when the rated load is 1000kg), and record current value when the elevator travels to the halfway from the first floor to the top floor; record current value when the elevator travels to the halfway from the top floor to the first floor. Put in 45% weight to the lift car and operate the elevator as per the aforesaid procure to record current value; when it is up to 50% of the rated load, draw up two current curves for ascending and descending on the balance coefficient coordinate, and the point of intersection shall be within 40%-50%.
6.7对重如没有安全钳装置的，应在未进入井道前将有关零件装妥。
6.7 Where the counterweight device has no safety gear, relevant parts should be installed before entering hoistway.