Page 209 - Elpress英文样本电气连接压接系统
P. 209

Structure and operation of the system

          Elpress systems consist of the    Practical advice:
          following 5 parts:                1. Plan the earth connection.
          • hardened steel tip              What are the soil conditions?
          • leading rod                     Normal and loose soil - steel pipe Ø 17
          • extension rod                   mm is sufficient.
          • driving sleeve/impact sleeve    Hard and rocky soil- steel rod Ø 21 mm
          • earth line (not supplied by Elpress)  (type HD) should be used. Is a parallel
                                            earth connection possible?
                                            2. Determine the soil resistivity. Based on
                                            that and the maximum earthing resistan-
          This feature is simple            ce it can be estimated how much line is

          • the earth line is inserted into the   needed.
           hardened steel tip and clamped by the   3. Start the driving by locking the line
           leading rod.                     into the hardened tip with the leading
          • the extension rods are fitted with a   rod. 16 mm² line should be folded double
           guide pin, which during work is pushed   before the tip is attached. In loose soil, a
           into the preceding rod.          sledgehammer and impact stud is suffi-
          • earthing resistance can be measured   cient. In heavier soil/at greater depth, a
           continuously. When the appropriate   power hammer should be used. NOTE: Do
           value is reached, driving is interrup-  not rotate the driving sleeve during the
           ted and the last extension tube is   work.                          2. Measurement of ground resistance.
           withdrawn (and can therefore be   4. Make sure that the line maintains the
           reused).                         same speed down into the soil as the
                                            rod. If it does not, there are the following
                                            possibilities:
                                            - more rods than line required; the rod


                                            may have been bent and then runs
                                            parallel to the surface of the soil and the
                                            line does not follow the pipe through the
                                            ground.
                                            - the rod continues and the line stops; the
                                            line has come loose and can be pulled up
                                            or the tip has folded.
                                            - both stop; stone or rock has been found.   3. The earth line is locked to the hardened
                                            If the stone does not shatter after about   steel tip with the leading rod.
                                            10 seconds, you must start over.

                                            In the event of interrupted driving, start
                                            again at a distance at least 1.5 times the
                                            line length already driven down.

                                            5. Preferably measure the earthing resi-
                                            stance continuously while driving down
                                            the earth line. Arrange a parallel earth
                                            connection if necessary. Splicing and bran-
                                            ching of the earth line is contact crimped
                                            by means of Elpress through connectors or                                11
                                            branching sleeves and tools.















                                                                               Driving starts.



                                            1. Resistivity in different soil conditions.



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