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9

 ENGLISH

INSTALLATION

1. Preparing the excavation pit

A 10 cm thick bedding layer must be considered for the exca-
vation pit. 
The gradient of the sides of the excavation must be less than 
45° in the case of granular (non-cohesive) soils, and less than 
60° in the case of cohesive soils. Steeper sides must be se-
cured properly and appropriately with sheeting and other 
measures.
The 10 cm thick bedding layer must be made of non-cohesive 
soil, such as sand, gravel or crushed material with a grain size 
of 2 to 20 mm, without pointed or sharp-edged components 
and with a degree of compaction of 97% D

Pr

.

The entire surface of the bedding must be levelled.

2. Insertion of the lower part of the pump 

sump

All components and especially the sealing surfaces must be 
checked for dirt and damage before processing and installa-
tion and cleaned or completely replaced if necessary. The in-
dividual pump sump elements are joined together with sealing 
rings.
Use a suitable hoist to relocate the lower part into the excava-
tion pit and align it horizontally and vertically on the bedding 
layer. 

NOTE!

 Vertical alignment must be checked in all directions. 

Later corrections result in stresses with a risk of cracking. 

Inlet pipe.

 Connect the inlet pipe to the pipe socket with a dou-

ble pipe socket.

DN 50 pressure pipe.

 The pressure pipe is connected to 

the pressure outlet 2" with a screw connection (accessory 
JP45950).

3. Filling in the excavation pit

ATTENTION!

 Top soil, clay, other cohesive soils and the exca-

vated soil are not generally suitable for filling in the excavated 

hole.
Please use non-cohesive soil such as sand, gravel or crushed 
material with a grain size of 2 to 20 mm, without sharp and 

sharp-edged constituents, as filling material.

Fill in layers of 30 cm at a time and compact the soil to 97% D

Pr

.

NOTE!

 The pump sump and the individual elements must not 

be loaded on one side during filling and compaction. 

If a groundwater lowering system is used to create the excava-

tion pit, the filling material can be compacted by adding water 

at the same time. However, no cohesive components may be 
present. The system is only switched off after the excavation 
pit has been compacted.

4. Mounting a sump extension PSV-D 

(accessory)

The PKS-D 1000-D65 and -D80 are supplied with an extension 
element with tie-bar. 

NOTE!

 If several extensions are used, the extension with tie-

bar must always be located directly below the cone.

Insert the enclosed sealing ring DN 1000 with the sealing lips 
pointing downwards into the top groove of the underpart of the 
pump sump. Then coat the sealing ring and sleeve of the pump 
chamber element evenly with lubricant (accessory). 
Now the sump element can be placed on the lower part, aligned 
on the outside using the longitudinal rib and then pushed to-
gether until it stops. 

NOTE!

 Do not tilt the sump element when doing so.

Now the excavation pit is further filled and compacted and, if 

necessary, further elements are added in the same way.

5. Connection of vent and cable pipe

Insert the seal from the outside 

without

 lubricant into the 

opening Ø 136 mm and push it in as far as it will go. Then coat 
the pipe with lubricant and push it in to the desired depth. 

NOTE!

 Please lay the vent and cable pipe with a constant gradi-

ent (approx. 3%) to the sump. 

Before the cone is placed, the excavation pit is further filled 

and compacted.

Summary of Contents for SKS 1000 Series

Page 1: ...JUNG PUMPEN DE B 49744 10 2020 03 DE Original Betriebsanleitung EN Instruction Manual SKS 1000 SKS D 1000 50 SKS D 1000 D50 ...

Page 2: ...2 ...

Page 3: ...ng Wartung Inspektion und Montage muss die entsprechende Qualifikation für diese Arbeiten aufweisen und sich durch eingehendes Studium der Betriebsanleitung ausreichend informiert haben Verantwortungsbereich Zuständigkeit und die Überwachung des Personals müssen durch den Betreiber genau ge regelt sein Liegen bei dem Personal nicht die notwendigen Kenntnis se vor so ist dieses zu schulen und zu un...

Page 4: ... mit Gabelstaplern oder Baggern Textiltragegur te verwenden Beim Transportieren alle Schachtelemente gegen Verrü cken und Schlagbeanspruchung sichern Beim Verspannen dürfen die Bauteile nicht verformt werden ELEKTROANSCHLUSS Durch den Einsatz unserer Steuerungen haben Sie die Ge wissheit dass die Forderungen aus der EU Baumusterprüfbe scheinigung erfüllt sind HINWEIS Nur eine Elektrofachkraft darf...

Page 5: ...geeig net Bitte verwenden Sie als Füllmaterial nicht bindigen Boden wie Sand Kies oder gebrochenes Material mit einer Korngröße von 2 bis 20 mm ohne spitze und scharfkantige Bestandteile Verfüllen Sie dann in jeweils 30 cm hohen Schichten und ver dichten Sie den Boden auf 97 DPr HINWEIS Der Schacht und die einzelnen Elemente dürfen beim Verfüllen und Verdichten nicht einseitig belastet werden Bei ...

Page 6: ...weitergeleitet wird Dann wird der Bauzeitschutz entfernt und die entsprechende Abdeckung Zubehör aufgelegt 9 Montage der Pumpe HINWEIS Vor dem Einhängen der Pumpe die evtl eingedrun gene Erde Kies oder Sand aus dem Schacht entfernen Bei der Erstmontage und nach jeder Wartung der Pumpe die Kupplungsflächen mit säurefreien Fett einstreichen um die Demontage nach langen Wartungsintervallen zu erleich...

Page 7: ...danger to people Warning of electrical voltage NOTICE NOTICE Danger to equipment and operation Qualification and training of personnel All personnel involved with the operation servicing inspection and installation of the equipment must be suitably qualified for this work and must have studied the instruction manual in depth to ensure that they are sufficiently conversant with its contents The sup...

Page 8: ...If possible store sealing rings at room temperature Use textile lifting straps when lifting with forklift trucks or excavators When transporting secure all pump sump elements against displacement and impact stress The components must not be deformed during bracing ELECTRICALCONNECTION By using our control units you can be sure that the require ments of the EC type testing certificate are met NOTE ...

Page 9: ...ase use non cohesive soil such as sand gravel or crushed material with a grain size of 2 to 20 mm without sharp and sharp edged constituents as filling material Fill in layers of 30 cm at a time and compact the soil to 97 DPr NOTE The pump sump and the individual elements must not be loaded on one side during filling and compaction If a groundwater lowering system is used to create the excava tion...

Page 10: ...planned to the road substructure Then the construction time protection is removed and the cor responding cover accessory is put on 9 Installing the pump NOTE Before fitting the pump remove any soil gravel or sand inside the pump chamber During initial installation and after each pump service coat the coupling surfaces with acid free grease to facilitate disassem bly after long service intervals MA...

Page 11: ...11 Class B h 125 mm Class D h 160 mm ...

Page 12: ... property of Pentair Third party registered and unregistered trademarks and logos are the property of their respective owners 2020 Pentair Jung Pumpen Jung Pumpen GmbH Industriestr 4 6 33803 Steinhagen Deutschland Tel 49 5204 170 kd jung pumpen de ...

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