NO131685B - - Google Patents
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- Publication number
- NO131685B NO131685B NO263/73A NO26373A NO131685B NO 131685 B NO131685 B NO 131685B NO 263/73 A NO263/73 A NO 263/73A NO 26373 A NO26373 A NO 26373A NO 131685 B NO131685 B NO 131685B
- Authority
- NO
- Norway
- Prior art keywords
- joint
- strip
- joint strip
- intended
- edge
- Prior art date
Links
- 239000000463 material Substances 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 4
- 230000000295 complement effect Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 240000007643 Phytolacca americana Species 0.000 description 1
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6807—Expansion elements for parts cast in situ
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
Foreliggende oppfinnelse angår en anordning for fikser- The present invention relates to a device for fixing
ing av fugestrimler , av den art som ved betongstoping brukes for å danne tetning i skjoter mellom inntil hverandre beliggende betonglegemer, og hvilke fugestrimler utgjores av et av gummi eller plastmateriale fremstillet bånd eller strimmel, hvorav et parti skal innestopes i hvert av betonglegemene, slik at strimmelens midtparti ing of jointing strips, of the kind that are used in concrete filling to form a seal in joints between adjacent concrete bodies, and which jointing strips are made of a band or strip made of rubber or plastic material, a part of which must be stuffed into each of the concrete bodies, so that the middle part of the strip
danner bro over skjoten.mellom legemene. forms a bridge over the joint between the bodies.
Ved anbringelse av fugestrimler av den innledningsvis nevnte art i stopeformer, spesielt der fugestrimmelen skal være vertikal, dvs. ved horisontale stopeformer, foreligger det vanske-ligheter med å bibeholde den onskede stilling på fugestrimmelen under stopearbeidet. Man har f.eks. forsokt å lose problemet med fugestrimmelens understøttelse ved at det i dens ovre og nedre kanter, som er forsynt med en kanal for oppstivende armeringsstenger å anordne utsparinger gjennom hvilke det kan innstikkes tverrgående armeringsstenger, slik at de befinner-seg under resp. over de i de nevnte kanaler innstukkede armeringsstenger, og derved holder fugestrimmelen strekt i vertikalretningen. For å forhindre innbyrdes glidning mellom de stengene som krysser hverandre, forbindes de som regel med ståltrådsurringer. Den beskrevne metode som er begrenset til slike fugestrimler som har kantkanaler og som innebærer at det må gjores inngrep eller utskjæringer i fugestrimmelen, kan i visse tilfelle medfore at styrken på. fugestrimmelen nedsettes. Monteringen av fugestrimmelen ifolge den kjente metode er dessuten meget tids-krevende og krever også som regel at minst to mann hjelpes ad på grunn av at de tverrgående stengene,-som kan ha meget stor lengde, må tres inn gjennom utsparingene og under resp . over disse beliggende, oppstivende stengene ved såvel den ovre som den nedre kanten av fugestrimmelen. Alternativt tres den ovre resp. den nedre avstivende stang, som vanligvis strekker seg langs hele strimmel-lengden, gjennom kanalene og innpasses over resp. under de tverrgående stengene etter at strimmelen er lagt og de sistnevnte stenger er kommet på plass. When applying joint strips of the type mentioned at the outset in stop forms, especially where the joint strip is to be vertical, i.e. in horizontal stop forms, there are difficulties in maintaining the desired position of the joint strip during the stop work. One has e.g. attempted to solve the problem with the joint strip's support by arranging recesses in its upper and lower edges, which are provided with a channel for stiffening reinforcing bars, through which transverse reinforcing bars can be inserted, so that they are located under the resp. over the reinforcing rods inserted in the aforementioned channels, thereby keeping the joint strip stretched in the vertical direction. To prevent mutual sliding between the bars that cross each other, they are usually connected with steel wire lashings. The described method, which is limited to such joint strips that have edge channels and which implies that interventions or cutouts must be made in the joint strip, can in certain cases mean that the strength of the joint strip is reduced. The assembly of the joint strip according to the known method is also very time-consuming and also usually requires at least two men to help, due to the fact that the transverse rods, which can be very long, must be threaded through the recesses and under the resp. above these located stiffening rods at both the upper and lower edge of the joint strip. Alternatively, the upper or the lower stiffening rod, which usually extends along the entire length of the strip, through the channels and fitted over resp. under the transverse bars after the strip has been laid and the latter bars have been put in place.
For å oppnå fiksering av fugestrimmelen, og spesielt slike fugestrimler som ikke har kantkanaler, pleier man også helt enkelt å stikke hull i strimmelen og tre inn ståltråder som etterpå festes på hensiktsmessige steder i formen eller ved overliggende armering. Denne metode er forkastelig da man ved gjennomhulling skader båndet og frembringer .åpninger som på grunn av trådens skjærende innvirk-ning ukontrollerbart kan forstorres og forårsake lekkasjer gjennom strimmelen,, In order to achieve fixation of the joint strip, and especially such joint strips that do not have edge channels, it is also common to simply poke holes in the strip and insert steel wires which are then fixed in appropriate places in the form or by overlying reinforcement. This method is reprehensible as, by piercing, you damage the tape and produce openings which, due to the thread's cutting effect, can uncontrollably enlarge and cause leaks through the strip.
Hensikten med oppfinnelsen er å fremskaffe en anordning som muliggjor effektiv oppstivning av strimmelen og en stor for-enkling av monteringsarbeidet. Det vesentlige karakteristiske ifolge oppfinnelsen består i at den utgjores av et organ som festes til fugestrimmelen og strekker seg på tvers over denne og som ved sine ender er forsynt med midler, ved hjelp av hvilke organet er forbindbart med komplementære midler som er anordnet ved fugestrimmelens ytterkanter. The purpose of the invention is to provide a device which enables effective stiffening of the strip and a great simplification of the assembly work. The essential characteristic according to the invention is that it consists of a body which is attached to the joint strip and extends across it and which is provided at its ends with means, by means of which the body can be connected to complementary means which are arranged at the outer edges of the joint strip .
Oppfinnelsen skal i det folgende forklares nærmere under henvisning til tegningen, der The invention will be explained in more detail in the following with reference to the drawing, there
fig. 1 og 2 i perspektiv viser utforelsen av fugestrimmelen ifolge oppfinnelsen. fig. 1 and 2 in perspective show the embodiment of the joint strip according to the invention.
Fugestrimmelen består av et som regel hult midtparti 1, som på begge sidene er forsynt med utstikkende stotte- eller spiker-flenser 2. Langs strimmelens livpartier 3 finnes utstikkende list-er 4 som er beregnet til å sikre inngrepet med betonglegemene som strimmelen skal strekke seg mellom, og forbedre tetningen mellom strimmel og betong. Ved ytterkantene er det i utforelsen i fig. 1 anordnet innstikkbare oppstivningsstenger 6 i kanaler i et fortyk-ket parti 5»The joint strip consists of a generally hollow central part 1, which is provided on both sides with protruding support or nail flanges 2. Along the web parts 3 of the strip there are protruding moldings 4 which are intended to ensure engagement with the concrete bodies over which the strip is to extend between, and improve the seal between strip and concrete. At the outer edges, in the embodiment in fig. 1 arranged insertable stiffening rods 6 in channels in a thickened part 5"
Ved fugestrimmelens ytterkanter er det anordnet utspring 7, hver i form av en hensiktsmessig med en kantvulst forsynt spiker-flens. Spikerflensen som oker fugestrimmelens effektive bredde er beregnet til å utgjore feste for de avstivende eller opprettende organer ifolge oppfinnelsen, og er i det viste eksempel forsynt med hull 8. At the joint strip's outer edges, projections 7 are arranged, each in the form of a nail flange suitably provided with an edge bead. The nail flange, which increases the effective width of the joint strip, is intended to act as an attachment for the stiffening or erecting members according to the invention, and in the example shown is provided with holes 8.
De avstivende og opprettende organer utgjores av boyler 9 av hvilke bare en er vist på tegningen. Roylene er ved endene forsynt med krokformede endepartier 10, som kan tres gjennom hullene. 8. The stiffening and erecting bodies are made up of boilers 9 of which only one is shown in the drawing. The ends are provided with hook-shaped end parts 10, which can be threaded through the holes. 8.
Boylene 9j som er fremstillet av stivt, men fjærende materiale, hensiktsmessig fjærstål, holder i innspent stilling fugestrimmelen strukket i tverretningen. The coils 9j, which are made of rigid but springy material, suitable spring steel, hold the joint strip stretched in the transverse direction in a clamped position.
T forbindelse med at fugestrimmelen anbringes i formen, T connection with the joint strip being placed in the form,
fastsettes boylene til denne. Roylene kan oventil og likeledes ned-entil ved hjelp av ståltråder eller lignende 11 forbindes med formen eller inntilliggende armeringsjern» Man kan også, om det skulle være nodvendig, la en armeringsstang 12 lope gjennom boylenes ovre partier og utnytte denne som feste for ståltrådene. Ståltrådenes oppgave er å holde fugestrimmelen på plass under stopingen av den nedre av de to betonglegemene mellom hvilke fugen skål tettes. Når det nedre betonglegemet er herdet, er den nedre halvdelen av fuge- the boyles for this are determined. The rods can be connected to the formwork or adjacent reinforcing bars from the top and also from the bottom by means of steel wires or the like 11. If necessary, a reinforcing bar 12 can also be run through the upper parts of the boyles and used as a fastening for the steel wires. The task of the steel wires is to hold the joint strip in place during the filling of the lower of the two concrete bodies between which the joint bowl is sealed. When the lower concrete body has hardened, the lower half of the joint
strimmelen innstopt i dette og dessuten er den nedre halvdelen av boylene 9 innstopt. the strip is stuffed into this and furthermore the lower half of the boyles 9 is stuffed.
Når under stopearbeidet den nedre halvdelen av fugestrimmelen er innstopt og den ovre halvdelen skal stopes, hender det idag ofte at den ovre halvdelen av strimmelen boyer seg på When during the stopping work the lower half of the joint strip is plugged and the upper half is to be stopped, it often happens today that the upper half of the strip bends
grunn av at betongmassen påfores, hvorved den tilstrebede tetnings-funksjonen uteblir eller reduseres. Ved at fugestrimmelen som be-skrevet ovenfor forsynes med boyler 9 vil den ovre, ennå ikke innstopte halvdelen av strimmelen på en effektiv måte bli oppstivet av den halvveis innstopte boylen. due to the concrete mass being applied, whereby the intended sealing function fails or is reduced. By supplying the joint strip as described above with boiler 9, the upper, not yet stuffed half of the strip will be effectively stiffened by the half-stuffed boiler.
I utforelsen i fig. 2 savner fugestrimmelen de i de for-tykkede partiene anordnede kanalene 5 f"ra armerings jern og istedet er det ene kantpartiet 7' forsynt med en kraftig kantvulst 13,mens det andre kantpartiet 7'<1> oppviser til begge sider utstikkende flens-er 14. In the embodiment in fig. 2, the joint strip lacks the channels 5 arranged in the thickened parts from the reinforcing iron and instead one edge part 7' is provided with a strong edge bead 13, while the other edge part 7'<1> has flanges protruding on both sides 14.
I den viste utforelse er boylene 9 svakt bueformede. De kan imidlertid også være helt rette eller bestå av to rette partier som forbindes av et boyd midtparti. In the embodiment shown, the boyles 9 are slightly arched. However, they can also be completely straight or consist of two straight parts which are connected by a boyd middle part.
Ifolge en ytterligere, med prikkede linjer i fig. 2 an-tydet utforelsesform er boylen dobbelt, dvs. den har to av et sammen-hengende forbindelsesparti forbundne ben. Benenes motstående frie ender er utformet som utspring 10 ved den enkle boylen og er beregnet til sammen å innstikkes i et hull 8 ved fugestrimmelens kant. According to a further, with dotted lines in fig. 2 indicated embodiment, the boyle is double, i.e. it has two legs connected by a continuous connection part. The opposite free ends of the legs are designed as projections 10 at the single boyle and are intended to be inserted together into a hole 8 at the edge of the joint strip.
Istedet for boyler av de viste utforelser, kan man utnytte av plast fremstilte forstivningsskinner som ved endene er forsynt med tapper som kan presses inn i hullene 8 ved båndets kanter. Instead of boilers of the embodiments shown, it is possible to use stiffening rails made of plastic which are provided at the ends with pins which can be pressed into the holes 8 at the edges of the tape.
I en modifisert utforelse kan hullene 8 i kantutspringene erstattes med tapper, idet stotteorganet må forsynes med komplementære hull, slik at de kan festes til tappene. In a modified embodiment, the holes 8 in the edge protrusions can be replaced with studs, as the support member must be provided with complementary holes, so that they can be attached to the studs.
Monteringen av fugestrimler anordnet ifolge oppfinnelsen kan skje på betydelig kortere tid og med et sikrere■resultat enn det som hittil har vært tilfelle. Ved at fugestrimmelen ikke risi-kerer å boyes til side ved stopingen, reduseres faren for lekkasje gjennom fugen til et minimum. The assembly of joint strips arranged according to the invention can take place in a considerably shorter time and with a more reliable result than has hitherto been the case. By the fact that the joint strip does not risk being bent to one side during the filling, the risk of leakage through the joint is reduced to a minimum.
Skjotestedene mellom forskjellige strimmellengder har hittil vært et problem, da man med alminnelige skjotemetoder ikke helt sikkert kan avgjore om de ved oppheting sammensmeltede endene av to fugestrimler blir forbundet porefritt. Dette problem kan loses ved at man utenpå skjoten, hensiktsmessig på begge sidene av fugestrimmelen påforer plast- eller gummimateriale opplost i et torkende opplosningsmiddel. The jointing points between different strip lengths have so far been a problem, as with ordinary jointing methods it is not possible to determine with absolute certainty whether the ends of two joint strips, which have been fused by heating, are connected without pores. This problem can be solved by applying plastic or rubber material dissolved in a drying solvent to the outside of the joint, suitably on both sides of the joint strip.
Oppfinnelsen er ikke begrenset til den beskrevne og på tegningen viste utforelsesform, men kan modifiseres på flere måter innenfor rammen for de etterfølgende patentkrav. The invention is not limited to the embodiment described and shown in the drawing, but can be modified in several ways within the scope of the subsequent patent claims.
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE00745/72A SE369537B (en) | 1972-01-24 | 1972-01-24 |
Publications (2)
Publication Number | Publication Date |
---|---|
NO131685B true NO131685B (en) | 1975-04-01 |
NO131685C NO131685C (en) | 1975-07-09 |
Family
ID=20257036
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO263/73A NO131685C (en) | 1972-01-24 | 1973-01-23 |
Country Status (12)
Country | Link |
---|---|
US (1) | US3884000A (en) |
JP (1) | JPS4883621A (en) |
CA (1) | CA967799A (en) |
CH (1) | CH559294A5 (en) |
DE (1) | DE2303008A1 (en) |
DK (1) | DK134444B (en) |
FI (1) | FI51854C (en) |
FR (1) | FR2169138B1 (en) |
GB (1) | GB1418504A (en) |
IT (1) | IT983408B (en) |
NO (1) | NO131685C (en) |
SE (1) | SE369537B (en) |
Families Citing this family (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4009917A (en) * | 1973-05-21 | 1977-03-01 | The Dow Chemical Company | Compression stressed liner for refrigeration equipment and method of making same |
US4154041A (en) * | 1976-08-25 | 1979-05-15 | Soletanche S.A. | Wall with extensible joints between panels |
US4098047A (en) * | 1977-06-02 | 1978-07-04 | W. R. Grace & Co. | Joint sealing method |
US4285180A (en) * | 1979-03-27 | 1981-08-25 | Schlegel (Uk) Ltd. | Waterstops |
DE2926581C2 (en) * | 1979-06-30 | 1985-05-30 | Besaplast Inhaber Heinz Bentler, 4236 Hamminkeln | Process for producing a joint tape for rising building walls in civil engineering and a device for carrying out the process |
JPS5777409U (en) * | 1980-10-28 | 1982-05-13 | ||
ATE119605T1 (en) * | 1988-11-18 | 1995-03-15 | Bentler Heinz Besaplast | JOINT TAPE FOR CIVIL ENGINEERING, AND METHOD FOR ITS PRODUCTION AND DEVICE FOR EXERCISE OF THE PRODUCTION PROCESS. |
DE3924498A1 (en) * | 1989-07-25 | 1991-01-31 | Meister Winfried Fa | JOINT TAPE WITH REINFORCEMENT ELEMENTS |
US5349797A (en) * | 1993-04-29 | 1994-09-27 | The Dow Chemical Company | Joint liquid stop |
US6491468B1 (en) | 1997-08-12 | 2002-12-10 | Sealex, Inc. | Foam backed joint seal system |
US6526721B1 (en) * | 2000-05-26 | 2003-03-04 | Brian D. Nash | Fluid-impervious barrier/keyway form support apparatus, system and related method |
US6948716B2 (en) * | 2003-03-03 | 2005-09-27 | Drouin Gerard | Waterstop having improved water and moisture sealing features |
CN101781885A (en) * | 2010-03-12 | 2010-07-21 | 中国水电顾问集团中南勘测设计研究院 | Composite rubber water stop tape and slope sticking type water stop structure |
JP6394287B2 (en) * | 2014-10-31 | 2018-09-26 | 住友金属鉱山株式会社 | Water stop plate, its connection, and concrete construction method using the water stop plate |
US10729600B2 (en) | 2015-06-30 | 2020-08-04 | The Procter & Gamble Company | Absorbent structure |
MX2018005609A (en) | 2015-11-04 | 2018-11-09 | Procter & Gamble | Absorbent structure. |
US10729592B2 (en) | 2015-11-04 | 2020-08-04 | The Procter & Gamble Company | Absorbent structure |
CN108348385B (en) | 2015-11-04 | 2021-06-15 | 宝洁公司 | Absorbent structure |
CN108348387B (en) | 2015-11-04 | 2021-05-28 | 宝洁公司 | Absorbent structure |
US10400441B1 (en) * | 2017-04-28 | 2019-09-03 | Crom, Llc | Storage tank floor-wall joint connection device |
CN107119922B (en) * | 2017-06-28 | 2023-07-11 | 中国华西企业股份有限公司 | Supporting component for stretching end of post-pouring belt of prestressed floor |
JP2021500171A (en) | 2017-11-06 | 2021-01-07 | ザ プロクター アンド ギャンブル カンパニーThe Procter & Gamble Company | Absorbent article with conforming features |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US733671A (en) * | 1903-05-02 | 1903-07-14 | Martin Murray | Ceiling-anchor. |
US1259236A (en) * | 1916-03-15 | 1918-03-12 | Otis A Hollis | Window-ventilator. |
US1264238A (en) * | 1917-01-29 | 1918-04-30 | Irene B Whetstone | Spacing and securing anchor. |
US2020407A (en) * | 1933-09-02 | 1935-11-12 | Alois W Forster | Means for the reenforcement of sheathing for beams |
US2932964A (en) * | 1954-09-14 | 1960-04-19 | Preioad Company Inc | Tank construction |
US3172237A (en) * | 1960-04-25 | 1965-03-09 | Detroit Macoid Corp | Waterstop with provision for flexing |
-
1972
- 1972-01-24 SE SE00745/72A patent/SE369537B/xx unknown
-
1973
- 1973-01-16 GB GB222873A patent/GB1418504A/en not_active Expired
- 1973-01-22 DE DE2303008A patent/DE2303008A1/en not_active Ceased
- 1973-01-22 IT IT19425/73A patent/IT983408B/en active
- 1973-01-22 CH CH84973A patent/CH559294A5/xx not_active IP Right Cessation
- 1973-01-23 JP JP48009807A patent/JPS4883621A/ja active Pending
- 1973-01-23 NO NO263/73A patent/NO131685C/no unknown
- 1973-01-23 FR FR7302221A patent/FR2169138B1/fr not_active Expired
- 1973-01-23 DK DK36173AA patent/DK134444B/en unknown
- 1973-01-23 US US325970A patent/US3884000A/en not_active Expired - Lifetime
- 1973-01-23 FI FI730164A patent/FI51854C/en active
- 1973-01-23 CA CA161,892A patent/CA967799A/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS4883621A (en) | 1973-11-07 |
DE2303008A1 (en) | 1973-08-09 |
CH559294A5 (en) | 1975-02-28 |
DK134444C (en) | 1977-04-04 |
FR2169138A1 (en) | 1973-09-07 |
US3884000A (en) | 1975-05-20 |
SE369537B (en) | 1974-09-02 |
FI51854B (en) | 1976-12-31 |
FR2169138B1 (en) | 1980-03-28 |
NO131685C (en) | 1975-07-09 |
DK134444B (en) | 1976-11-08 |
CA967799A (en) | 1975-05-20 |
FI51854C (en) | 1977-04-12 |
GB1418504A (en) | 1975-12-24 |
IT983408B (en) | 1974-10-31 |
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