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特殊涂层铺设说明翻译-中英对照

发布时间:2013-5-15      阅读次数:691

特殊涂层铺设说明翻译-中英对照
d. 投标人的工作包括切割好所有的瓷砖,并保护已铺设好的地砖。瓷砖在完成后需清洗并抛光。
使用
a. 办公区域
b. 厨房与餐厅
c. 门厅与楼梯平台
d. 其他标注的区域
无釉瓷砖
要求
a. 瓷砖的质量和颜色上乘,大小和样式须由业主批准。
b. 应根据‘瓷砖’条款来安装。
使用
a. 厕所
b. 淋浴区
c. 储藏区域
化学稳定特殊涂层工作
范围
a. 投标人应安排一个合格的特殊涂层的制造商,为特定的区域或在特定条款的要求下提供化学稳定特殊涂层工作。此项工作应由投标人在规定时间内保证质量,并延长至这里提

到的特定时间。
b. 涉及到此项工作的区域已标注在经批准的图纸上,包括地面的混凝土表面,管沟,围边和安装在以下结构中的钢铁部件:
b.1 水处理设备
b.2 污水处理设备
b.3 氯化设备
c. 此项工作包括整个涂层的选取,底层的准备,底料,涂层的使用,对下一涂层的准备工作,多层涂层的使用和最后一层的保护。投标人须推荐涂层材料以获得批准。b.1和b.2

推荐使用与Master-top类似的环氧涂料,b.3推荐使用其他许可的涂料。业主将挑选涂层的颜色。
提交文档
在选择涂层前,投标商至少必须提交下列文件供业主审核:
a.提交文件的类属描述和标识号,如果和其它区域有所差别,必须推荐每个涂层的干膜厚度,应用和颜色.
b.混凝土和钢材的准备过程,以及应用程序包括但不限于拐角、混凝土裂缝、排水管道、围栏、设备基础,接缝处理和围栏方式的图纸.
c. 施工作业前、施工期间和施工完成要求提供安全的周边环境。
d. 测试和经验数据必须表明提议系统在过去相似的状况下实施是成功的。
e. 详细的修理程序.
保证
a. 投标商必须对提供的涂层系统,在随后5年的商业运行进行担保。
b.保证书必须涵盖涂层系统的任何故障,包括在“耐化学品特殊涂层作业”操作期间发生的磨损、断裂、起泡、脱层和裂缝。
c.对于业主提交任何的故障通知,投标商必须检查通知的故障站点,检查故障并且提出修理建议,在时间和环境状况允许的条件下进行修理。
d. 业主不支付担保条款范围内的修理费用,修理作业必须在业主方便的情况下立即执行。
e.修理或者移除和替换作业完成后,必须按照原先的保证书条款进行担保。
f. 如有要求,投标商可以定期检查涂层系统中,规定的设施条件的执行情况以及可能发生的实时损坏。
施工作业和表面情况
a.化学有害物接触
a.1 地面表面必须考虑“溅溢”的情况;管沟必须全部为是浸入式区域,管沟在百分之50的时间可以进行浸入.必须在整个涂层系统的估计使用年限期间得到满足这些条件。
a.2涂层区域可以暴露于投标商认可的,最严重的酸性或碱性流体环境下。
b. 磨损
b.1 地面表面:一般用于步行,偶而可以在橡胶推铲车的空载并且装载条件下使用。
b.2 管沟:缓慢的渗漏流体。
c.温度
c.1 地面表面:操作温度范围从20°C到50°C。
c.2 管沟和基坑表面:操作温度范围:20°C到50°C;废水的骤变温度由投标商确定。
d.当前表面状况.
d.1混凝土裂缝:混凝土表面可能产生收缩裂缝,在涂层系统中,当前混凝土的横向裂缝和新出现的裂缝(裂痕)不得有大于0.2-5毫米的裂痕。
d.2 从混凝土施工的完工到涂层的应用之前,必须至少有30天的保持时间。混凝土必须使用II 类型水泥,必须能够承受28日至少250 kg/cm2的抗压强度。
d.3钢材表面可以涂装或不涂装底漆。
Connection of Pipes a.    General
a1. All pipes shall be carefully cut at a right angle against the axial center of the pipes so as to avoid any deformation of the sections, and the cut end shall be finished smoothly.
a2. All pipes shall be connected after removing any chips, dust and other foreign matter and after confirming that all such foreign matter has been completely removed from inside the pipes.
a3. In case piping work is temporarily suspended, all pipes shall be sufficiently protected to avoid the entry of foreign matter.
b. Water Supply Piping
b1. No water supply piping shall be connected according to an insertion system unless specified otherwise.
b2. Epoxy resin synthetic rubber rust inhibitors shall be-sufficiently coated over the end face of threaded portions and the bottom of threaded portions of joints. All rust inhibitors to be applied to any drinking water piping shall not be hazardous to human health and shall not have any adverse effect on drinking water.
c. Drainage and Air Vent Piping
c1. Prior to connecting the galvanized steel pipes, the pipes shall be correctly threaded so that a slight clearance is provided between the end face of pipes and the recess of joints in order to obtain the tapered threaded pipe portion.
The steel pipes shall be screwed tightly into the joints
c2. All cast iron pipes shall be connected by using rubber rings. In this case, the pipes shall be inserted into the rubber rings until the end of spigot comes into contact with inserted into a position near the end of spigot in advance shall be inserted into the pipes carefully so that no twisting will occur in the opening between the socket and spigot. The, the rubber rings shall be set in close contact with the pipes while uniformly fastening the tap bolts and nuts using a junk ring.
c3. All rigid PVC pipe shall be carefully connected by a cold working method so that no ridges or abrupt diameter changes will occur between the connected pipes. The flow of water in the piping shall be smooth and uninterrupted.
0310335
Revision 0 Part 4.4 - 307 PLTU Adipala (PLTU 2 Jawa Tengah)
1 x (600-700 MW) Location Cilacap
BOOK III
PART 4.4. Civil Works 4.4.3 Technical Specification
c4. All centrifugal reinforced concrete pipes shall be connected by using collars.
After both ends of the joined pipes have achieved tight contact with each other at the central part of the collar and are carefully set in place to ensure proper alignment in the surrounding opening, stiff -consistency mortar shall be placed into the opening. In this case, all cement and water inside the pipes shall be completely removed. In case one end of a pipe is made into a socket from after connecting a collar to the end with mortar, mortar shall be placed about 10 mm away from the pipe end.
Piping
a.       Water Supply Piping a1. General
- Prior to execution of piping work, detailed study shall be made on the relationship between other piping and equipment, and all
positions for pipe laying shall be decided by taking into account the precise slope of the respective piping.
In the case where piping is laid inside a building, setting of the pipe support fittings and embedding of pipe sleeves shall be carried our without any delay and in accordance with progress of the work.
- Flange joints shall be inserted for all main piping at appropriate intervals in order to ensure easy removal of such piping.
- In the case where piping is branched from the main piping,
T-joints shall be used.
- Air release valves shall be provided at the dead air space portion
in piping, and a mud discharge valve shall be provided at the portion where mud is collected. The size of the mud discharge valve shall be the diameter of the related pipe, however, the size of the valve shall be 25 mm minimum.
- In case anti-sweat covering is not provided for piping,  pipe washers shall be fixed to all portions of piping that penetrate
through ceilings, floors, walls, etc. and is visible from the outside.
- Any openings between the piping that penetrates through fire service areas, etc., shall be filled with rock-wool heat insulation and other noncombustible approved material to maintenance the fire rating of the wall.
0310336
Revision 0 Part 4.4 - 308 PLTU Adipala (PLTU 2 Jawa Tengah)
1 x (600-700 MW) Location Cilacap
 
BOOK III
PART 4.4. Civil Works 4.4.3 Technical Specification
- In case where a pipe sleeve is used at a place requiring water tightness,   lead   caulking   shall   be  provided   in  the   opening
between the sleeve and pipe.
- In the case where any steel pipe and similar materials are laid under the ground, such pipe shall be protected against corrosion
by either a double coating of coal tars or a double winding of corrosion  proof vinyl  tapes  (JIS Z1901   "Protective  Polyvinyl
Chloride Tapes").
 
-   Any repair of steel pipe,  cast iron pipe and lead pipe caulking shall be prohibited.with
 
- After completion of pipirrig work, the inside of the piping shall be cleaned by water pressure during of hydrostatic testing of the
piping. In the case of piping for drinking water, the piping shall be sterilized until free residual chlorine of 0.2 ppm or over has been
detected at the end of the piping.
a2.   Gradient
In the case of horizontally running pipe, the up feed pipe shall have an upward slope and the down feed pipe shall have a downward slope. In principle, the gradient shall be 1/250.
a3.  Support Pitch
- The support pitch of the horizontally running  pipes shall, in principle, be in accordance with the values in the following table
and,  wherever  necessary,   all   bent  sections  and   branching sections shall be supported. In the case where steel pipes or
similar pipes are supported with hangers, a steady rest shall be provided for each horizontally running pipe in order to avoid
looseness   of  the   pipe   due  to   movement   at  the  time  of earthquake.
- A steady rest shall be provided for indoor vertical pipe at least at one spot on every floor.

武汉翻译公司

2013.5.15

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