NO123174B - - Google Patents
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- Publication number
- NO123174B NO123174B NO239870A NO239870A NO123174B NO 123174 B NO123174 B NO 123174B NO 239870 A NO239870 A NO 239870A NO 239870 A NO239870 A NO 239870A NO 123174 B NO123174 B NO 123174B
- Authority
- NO
- Norway
- Prior art keywords
- sump
- opening
- elastic
- water line
- sealing agent
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 7
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 239000000565 sealant Substances 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims 1
- 230000000630 rising effect Effects 0.000 claims 1
- 239000004033 plastic Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000002657 fibrous material Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 102100029469 WD repeat and HMG-box DNA-binding protein 1 Human genes 0.000 description 1
- 101710097421 WD repeat and HMG-box DNA-binding protein 1 Proteins 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L41/00—Branching pipes; Joining pipes to walls
- F16L41/08—Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Joints With Sleeves (AREA)
Description
Fremgangsmåte ved anordning av kum i forbindelse med transportvannledning. Procedure for the installation of a sump in connection with a transport water line.
Oppfinnelsen vedrorer en fremgangsmåte ved anordning av kummer The invention relates to a method for arranging basins
av det slag som tjener som stake-, inspeksjons- og1 brannkummer i tilknytning til en spill- eller transportvannledning. of the kind that serve as stake, inspection and1 fire pits in connection with a waste or transport water line.
Tidligere har slike kumanordninger vært fremstilt på stedet, idet man har stopt kumbunnen og på denne anbragt de ringformede kum-elementer. I den stopte kumbunn inngår da den del av vannledningen som passerer kummen, slik at hele anordningen når den er ferdig fremstilt, utgjor en sammeribygget stiv enhet. Denne fremgangsmåte for tilveiebringelse av kummer i forbindelse med tran-sportvannledninger er kostbar og tidskrevende. Dertil kommer den ulempe at rystelser i marken eller stdrre oppstående lokale belastninger lett kan medfore at vannledningen brister, og man i In the past, such sump devices have been produced on site, as the sump bottom has been stopped and the ring-shaped sump elements placed on this. The part of the water line that passes through the basin is then included in the stopped sump bottom, so that the entire device, when it has been manufactured, forms a rigid unit built together. This method for providing basins in connection with transport water lines is expensive and time-consuming. In addition, there is the disadvantage that vibrations in the ground or larger localized loads can easily cause the water pipe to burst, and one
får lekkasjer. Belastning og vibrasjoner som kumlegemet og det-j tes bunn utsettes for, vil jo på grunn av den stive forbindelse : direkte overfores til vannledningsrdret. j get leaks. Loads and vibrations to which the sump body and its bottom are exposed will, because of the rigid connection: be directly transferred to the water pipe system. j
Ifdlge oppfinnelsen foreslåes det at kumlegemet på i og for seg^ kjent måte utfores som en prefabrikert enhet og at vannlednings-roret forbindes med kummen ved en elastisk forbindelse. Derved vil vibrasjoner og belastninger som kummen utsettes for, ikke direkte overfores til vannledningen, idet disse to deler utgjor separate enheter. For tilknytning av disse to enheter til hver-andre foreslåes det ifdlge oppfinnelsen elastiske elementer eller midler. According to the invention, it is proposed that the sump body is designed in a manner known per se as a prefabricated unit and that the water pipe is connected to the sump by an elastic connection. Thereby, vibrations and loads to which the basin is exposed will not be directly transferred to the water line, as these two parts form separate units. According to the invention, elastic elements or means are proposed for connecting these two units to each other.
Nærmere bestemt foreslåes det således en fremgangsmåte hvorved: More specifically, a method is therefore proposed whereby:
, kummen utfores som et prefabrikert element bestående av kumlegé-met med bunn som samtidig utgjor en belastningsfordelingsplate,<1 > idet det nye og karakteristiske er at det i bunnen anordnes en; , the basin is designed as a prefabricated element consisting of the basin body with a bottom which at the same time forms a load distribution plate, <1 > as the new and characteristic thing is that there is an arrangement at the bottom;
åpning, og at transportvannledningen forsynes med en fra denne! oppstående og med dens indre forbundet renne eller lignende som ved monteringen av nevnte deler bringes til å rage opp i nevnte åpning hvis dimensjonering er således tilpasset at det mellom i I åpningens vegger og rennens utside fåes et spillrom som lukkes J opening, and that the transport water line is supplied with one from this! upright and with its internal connected gutter or the like which during the assembly of said parts is made to protrude into said opening whose dimensioning is adapted in such a way that between the walls of the opening and the outside of the gutter there is a clearance space which is closed J
I av et elastisk tetningsmiddel, og at der mellom ledningen og j kumbunnen anbringes et understdttende, men elastisk eftergivende i i materiale. j I of an elastic sealant, and that a supportive but elastically yielding i i material is placed between the line and j the sump bottom. j
: Tetningsmidlet mellom kumbunnens åpning og rennens utside kan be-stå av en plastisk-elastisk gummikomposisjon eller annen masse som ved aldring beholder sine tettende og elastiske egenskaper^i: The sealing agent between the opening of the sump bottom and the outside of the gutter can consist of a plastic-elastic rubber composition or other mass which, when aging, retains its sealing and elastic properties^i
Ifdlge en modifikasjon kan det istedenfor en slik tettende masse According to a modification, such a sealing compound can be used instead
; anordnes en belginnretning eller lignende. ; a bellows device or similar is arranged.
! For understottelse mellom rorets overside og kumbunnen anvende^ med fordel slikt fibermateriale som glassvatt, stenull, skum- j plast eller lignende materialer. ! For support between the upper side of the rudder and the bottom of the sump, preferably use fiber material such as glass wool, rock wool, foam and plastic or similar materials.
i ' Til bedre forståelse av oppfinnelsen skal denne beskrives i det efterfdlgende under henvisning til et på tegningen vist utfdret-seseksempel.- - Fig. 1 viser et snitt gjennom en kumanordning ifdlge oppfinnelsen sett loddrett på rorets lengdeakse, dvs. i planet A-A i fig. 2. Fig. 2 viser den nedre del av fig. 1 delvis i snitt og sett fra siden av roret. i ' For a better understanding of the invention, it will be described in the following with reference to an extended example shown in the drawing.- - Fig. 1 shows a section through a sump device according to the invention seen vertically on the longitudinal axis of the rudder, i.e. in the plane A-A in fig . 2. Fig. 2 shows the lower part of fig. 1 partially in section and seen from the side of the rudder.
Kummen ifolge det viste eksempel består av kumveggene 1 og bunn-platen 2. Denne er forlenget ut til sidene i hensiktsmessig lengde for samtidig å tjene som markunderstottende plate for kummen. Kummen er forsynt med en sentral rettvinklet uttagning eller åpning 6 i bunnen. Dette kumlegeme fremstilles som en prefabrikert, separat enhet. Det kan fremstilles av betong eller eventuelt av plast eller en kombinasjon av slike eller andre hen-siktsmessige materialer. The basin according to the example shown consists of the basin walls 1 and the bottom plate 2. This is extended out to the sides in an appropriate length to simultaneously serve as a ground supporting plate for the basin. The basin is provided with a central right-angled outlet or opening 6 at the bottom. This sump body is manufactured as a prefabricated, separate unit. It can be made of concrete or possibly of plastic or a combination of such or other appropriate materials.
Rorledningen for spill- eller transportvann utformes med en separat seksjon 4 som har en oppadragende renneformet forbindelses-kanal. Denne renneformede del 5 er dimensjonert således i for-hold til åpningen 6 i bunnen 2 at det fåes et visst spillrom. Dette utfylles med et elastisk, eftergivende materiale eller en belganordning. Det vesentlige er at man her får en forbindelse mellom det renneformede legeme 5 og kumbunnplaten 2 som er elastisk eftergivende. Derved vil rystelser og trykkbelastninger påfort kumlegemet ikke bli direkte overfort til rorledningen 4. Likeledes vil terrengsynkninger eller -forskyvninger kunne opp-tas av den elastiske forbindelse mellom de separate enheter 1,2 og 4,5. Den ovre kant av det renneformede legeme 5 kan med fordel rage omtrent opp i halv hoyde i åpningen 6 i buniiplaten 2. Da denne vanligvis vil ha en ikke ubetydelig tykkelse, vil man ved gjensidig forskyvning mellom nevnte hoveddeler ikke risikere at rennen 5 blir ragende opp over oversiden av platen 2, slik at den her vil danne en demning i bunnen eller at den trekkes ut av åpningen 6 i platen. Da denne plate vanligvis vil ha en tykkelse av omtrent lp cm, har man altså ca. 5 cm å gå på i hver ret-ning. The rudder for waste or transport water is designed with a separate section 4 which has an upwardly extending gutter-shaped connection channel. This gutter-shaped part 5 is dimensioned in such a way in relation to the opening 6 in the bottom 2 that a certain clearance is obtained. This is completed with an elastic, yielding material or a bellows device. The essential thing is that here you get a connection between the trough-shaped body 5 and the sump bottom plate 2 which is elastically yielding. Thereby, vibrations and pressure loads on the sump body will not be directly transferred to the rudder line 4. Similarly, ground subsidence or displacements will be able to be absorbed by the elastic connection between the separate units 1,2 and 4,5. The upper edge of the channel-shaped body 5 can advantageously protrude approximately half the height into the opening 6 in the bunii plate 2. As this will usually have a not insignificant thickness, mutual displacement between said main parts will not risk that the channel 5 will protrude upwards over the upper side of the plate 2, so that here it will form a dam at the bottom or that it is pulled out of the opening 6 in the plate. As this plate will usually have a thickness of approximately 1 cm, you therefore have approx. 5 cm to walk on in each direction.
,Til ytterligere understøttelse mellom de to deler er det mellom oversiden av roret 4 og undersiden av platen 2 anbragt for eksempel matter 3 av hensiktsmessig fibermateriale. Dette kan som For further support between the two parts, mats 3 of suitable fiber material are placed between the upper side of the rudder 4 and the lower side of the plate 2, for example. This can as
nevnt være stenull, glassvatt eller lignende, eller hensiktsmes- mentioned be stone wool, glass wool or the like, or suitable
sig skumplast kan også komme til anvendelse. Hovedsaken med så- foam plastic can also be used. The main thing with so-
vel tetningsmidlet 7 som det understøttende materiale 3 er at man får onsket tetning resp. understottelse uten at belastninger og rystelser som det ene element utsettes for, kan overfores til det annet. Ved denne anordning viser det.seg i praksis at man praktisk talt blir forskånet for de tidligere ofte forekommende brudd på ledningsroret 4. Santidig får man en meget enklere og billigere montasje, idet kumelementet som nevnt fremstilles som en prefabrikert del som ved relativt enkle midler kan bringes frem på anbringelsesstedet og fores ned på plass over den spe- well the sealing agent 7 as the supporting material 3 is that you get the desired seal resp. support without loads and vibrations to which one element is subjected, being transferred to the other. With this device, it turns out in practice that you are practically spared the previously frequently occurring breaks in the cable rudder 4. At the same time, you get a much simpler and cheaper assembly, as the metal element, as mentioned, is produced as a prefabricated part that can be brought to the place of installation and lowered into place over the spe-
sielle rorseksjon 4,5 med mellomlag av det understbttende sjikt 3. Derpå anbringes tetningsmidlet 7, og monteringen er bragt i orden. sial rudder section 4.5 with an intermediate layer of the supporting layer 3. Then the sealing agent 7 is placed, and the assembly is put in order.
Claims (4)
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO239870A NO123174B (en) | 1970-06-19 | 1970-06-19 | |
DE19712130270 DE2130270C3 (en) | 1970-06-19 | 1971-06-18 | Connection shaft for water pipes |
AT527671A AT307330B (en) | 1970-06-19 | 1971-06-18 | Procedure for arranging a manhole in connection with water pipes |
FI173971A FI52755C (en) | 1970-06-19 | 1971-06-18 | Method for connecting a well to a sewer line. |
DK302071A DK127935B (en) | 1970-06-19 | 1971-06-18 | Method of placing a well in connection with a aquifer. |
SE793471A SE362675B (en) | 1970-06-19 | 1971-06-18 | |
GB2883871A GB1281668A (en) | 1970-06-19 | 1971-06-18 | A method of arranging a well in connection with a water pipe line |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO239870A NO123174B (en) | 1970-06-19 | 1970-06-19 |
Publications (1)
Publication Number | Publication Date |
---|---|
NO123174B true NO123174B (en) | 1971-10-04 |
Family
ID=19878817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO239870A NO123174B (en) | 1970-06-19 | 1970-06-19 |
Country Status (7)
Country | Link |
---|---|
AT (1) | AT307330B (en) |
DE (1) | DE2130270C3 (en) |
DK (1) | DK127935B (en) |
FI (1) | FI52755C (en) |
GB (1) | GB1281668A (en) |
NO (1) | NO123174B (en) |
SE (1) | SE362675B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3904321A1 (en) * | 1989-02-14 | 1990-08-16 | Passavant Werke | SEPARATOR FOR LIGHTWEIGHT AND / OR SINKING SUBSTANCES WITH CHAMBER STRUCTURE |
DE4011736A1 (en) * | 1990-04-11 | 1991-10-17 | Enssle Hertha | Shaft construction system |
-
1970
- 1970-06-19 NO NO239870A patent/NO123174B/no unknown
-
1971
- 1971-06-18 AT AT527671A patent/AT307330B/en not_active IP Right Cessation
- 1971-06-18 FI FI173971A patent/FI52755C/en active
- 1971-06-18 SE SE793471A patent/SE362675B/xx unknown
- 1971-06-18 DE DE19712130270 patent/DE2130270C3/en not_active Expired
- 1971-06-18 GB GB2883871A patent/GB1281668A/en not_active Expired
- 1971-06-18 DK DK302071A patent/DK127935B/en unknown
Also Published As
Publication number | Publication date |
---|---|
FI52755C (en) | 1977-11-10 |
FI52755B (en) | 1977-08-01 |
GB1281668A (en) | 1972-07-12 |
DE2130270C3 (en) | 1980-09-04 |
DE2130270B2 (en) | 1980-01-03 |
AT307330B (en) | 1973-05-25 |
DK127935B (en) | 1974-02-04 |
SE362675B (en) | 1973-12-17 |
DE2130270A1 (en) | 1972-02-10 |
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