WO1992016696A1 - Injection tube for chemical injection in concrete - Google Patents

Injection tube for chemical injection in concrete Download PDF

Info

Publication number
WO1992016696A1
WO1992016696A1 PCT/NO1992/000044 NO9200044W WO9216696A1 WO 1992016696 A1 WO1992016696 A1 WO 1992016696A1 NO 9200044 W NO9200044 W NO 9200044W WO 9216696 A1 WO9216696 A1 WO 9216696A1
Authority
WO
WIPO (PCT)
Prior art keywords
tube
cover
concrete
injection
tube according
Prior art date
Application number
PCT/NO1992/000044
Other languages
French (fr)
Inventor
Bjarne Sem
Original Assignee
Bjarne Sem
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bjarne Sem filed Critical Bjarne Sem
Priority to JP4507009A priority Critical patent/JPH06506275A/en
Publication of WO1992016696A1 publication Critical patent/WO1992016696A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6816Porous tubular seals for injecting sealing material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures

Definitions

  • Injection tube for chemical injection in concrete for chemical injection in concrete.
  • the present invention relates to an injection tube for chemical injection in concrete.
  • the ideal joint between two concrete castings would be one obtained without cracks, crevices, rock nests and the like.
  • a sealing material usually a two-component polyurethane material-- is injected into the tubes and distributed into the joint by means of the perforations, with subsequent hardening and sealing.
  • the purpose of the cloth is to prevent the concrete mass being poured from sealing the perforations in the dis ⁇ tribution tube for the hardening material; but for this purpose, the textile cloth has proven unfavorable, as the cloth is itself a surface element which, during the process of pouring/casting, would become sealed, thus preventing the injection mass from being released from the perforated tube for sealing of the cracks and crevices that had occurred.
  • This system comprises a tube core of a strong and solid material, along which in the longitudinal direction thereof are disposed grooves, in the bottom of which grooves are in turn formed perforations therethrough.
  • slats The purpose of these slats is to prevent the poured/cast concrete mass from sealing the perforations in the tube, while at the same time ensuring that the injection mass can be pressed out of the feed tube and into the surrounding cracks and crevices, even with low pressure.
  • this known “fuko" sustem is then provided with a surrounding woven, open plastic stocking to hold the longitudinal slats in place.
  • This system is technically very reliable and safe in use, but has the drawback that it is relatively complicated to produce and also is very expensive.
  • the present invention aims to provide this type of reasonable injection system for chemical injection in concrete, and therefore relates to an injection tube of the described type comprising a central, regularly perforated feed tube having a cover loosely disposed over the perforation.
  • This tube is characterized in that the cover consists of a compressible casing having fine pores therethrough, and disposed around the periphery of the tube.
  • This cover preferably consists of a pliable foamed plastic or similar material, having fine through-going pores.
  • this cover over the perforation is to prevent the sealing of the perforations by the concrete mass poured thereon.
  • the cover according to the invention by virtue of the fact that the casing, on contact with the concrete, is pressed together and sealed, thereby blocking access of the concrete to the perforations, whereas there will still remain open channels where the effect of the concrete is less direct, enabling the injection mass to be released from the perforations and to flow into the cracks and crevices to be sealed.
  • a feed tube there may be used, according to the invention, a conventional thick-walled plastic hose with perforations regularly disposed around the entire circumference.
  • the casing when constructed of foamed plastic material, may be produced by extrusion onto the tube.
  • a surrounding holding stocking may be placed onto the tube, although this is not absolutely necessary.
  • a fine-wired steel wool for example, could be used.
  • the invention is illustrated in the accompanying sketch showing an injection tube 1 consisting of feed tube 2, having in both the longitudinal direction and the circumference thereof regularly positioned perforations 3, and around which central tube 2 there is arranged a compressible casing 4 having fine pores therethrough.
  • the product according to the invention is simple and easy to produce compared with the prior art, and thus may also be produced for a far lower price than the products of com ⁇ parable quality currently found on the market.
  • the invention's subject thus meets the market's need for an inexpensive product with reasonable security, for use in all places where waterproofing is necessary due to sporadic risk of water pressure outside the concrete structure, but where the major consideration is, if not to totally shut out the water, at least to delay the seepage of water into the structure to a degree where safety and security is in pro ⁇ portional to the existing risk.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

Injection tube (1) for chemical injection in concrete, comprising a central, regularly perforated (3) feed tube (2) having a cover (4) loosely disposed over the perforation, wherein the cover (4) consists of a compressible casing having fine pores therethrough, arranged around the periphery of the tube (2).

Description

Injection tube for chemical injection in concrete.
The present invention relates to an injection tube for chemical injection in concrete.
It is known that concrete structures that stand under water pressure put heavy demands on the construction of the concrete mix in general, and especially stringent require¬ ments must be set for the concrete joints.
The ideal joint between two concrete castings would be one obtained without cracks, crevices, rock nests and the like.
In practice this would be so to speak impossible, however, due to a lack of homogeneity in the concrete and also due to the shrinkage that occurs on setting of the concrete.
An attempt must then be made after the casting to seal the cracks and crevices that have occurred, and one way to accomplish such sealing is by point by point injection into the concrete joints.
This method, however, is unreliable and also very expensive.
Therefore, better methods have been sought for sealing concrete joints, and the process generally used today is an injection system based on perforated tubes running in the longitudinal direction of the concrete joint, where a sealing material — usually a two-component polyurethane material-- is injected into the tubes and distributed into the joint by means of the perforations, with subsequent hardening and sealing.
This system is arranged beforehand, thus obviating the very time-consuming and expensive procedure of drilling through the concrete structure. Known on the market are flexible steel tubes around which are wound one or more layers of textile cloth.
The purpose of the cloth is to prevent the concrete mass being poured from sealing the perforations in the dis¬ tribution tube for the hardening material; but for this purpose, the textile cloth has proven unfavorable, as the cloth is itself a surface element which, during the process of pouring/casting, would become sealed, thus preventing the injection mass from being released from the perforated tube for sealing of the cracks and crevices that had occurred.
Later research and development In this area has led to the system currently being marketed under the trade name "fuko".
This system comprises a tube core of a strong and solid material, along which in the longitudinal direction thereof are disposed grooves, in the bottom of which grooves are in turn formed perforations therethrough.
These grooves are covered by loosely positioned slats, giving the overall profile of the tube an almost circular con¬ figuration.
The purpose of these slats is to prevent the poured/cast concrete mass from sealing the perforations in the tube, while at the same time ensuring that the injection mass can be pressed out of the feed tube and into the surrounding cracks and crevices, even with low pressure.
Finally, this known "fuko" sustem is then provided with a surrounding woven, open plastic stocking to hold the longitudinal slats in place.
This system is technically very reliable and safe in use, but has the drawback that it is relatively complicated to produce and also is very expensive.
The cost therefore justifies its use only in those cases where the concrete structures in question stand under permanent water pressure and must therefore be secured.
In a great many structures, the risk of water pressure outside the concrete structure would be only periodical, and even then is expected only relatively seldom; examples are, for instance, spring flood areas or other more or less periodically but very infrequently flooded regions.
In these cases it would be appropriate to utilize a system that is reasonably safe and reliable in use, but which is simple and easy to produce and is thus also very reasonable to manufacture and to employ.
The present invention aims to provide this type of reasonable injection system for chemical injection in concrete, and therefore relates to an injection tube of the described type comprising a central, regularly perforated feed tube having a cover loosely disposed over the perforation. This tube is characterized in that the cover consists of a compressible casing having fine pores therethrough, and disposed around the periphery of the tube.
This cover preferably consists of a pliable foamed plastic or similar material, having fine through-going pores.
As mentioned above, the purpose of this cover over the perforation is to prevent the sealing of the perforations by the concrete mass poured thereon.
This is achieved by the cover according to the invention by virtue of the fact that the casing, on contact with the concrete, is pressed together and sealed, thereby blocking access of the concrete to the perforations, whereas there will still remain open channels where the effect of the concrete is less direct, enabling the injection mass to be released from the perforations and to flow into the cracks and crevices to be sealed.
As a feed tube there may be used, according to the invention, a conventional thick-walled plastic hose with perforations regularly disposed around the entire circumference.
The casing, when constructed of foamed plastic material, may be produced by extrusion onto the tube.
A surrounding holding stocking may be placed onto the tube, although this is not absolutely necessary.
As material for the cover around the tube, one could also contemplate a densely entangled netting of a wire or fiber product, consisting of filaments having a very fine diameter.
A fine-wired steel wool, for example, could be used.
In this case, it might be advantageous to weave a holding stocking around the outside of the feed tube and the surrounding casing.
The invention is illustrated in the accompanying sketch showing an injection tube 1 consisting of feed tube 2, having in both the longitudinal direction and the circumference thereof regularly positioned perforations 3, and around which central tube 2 there is arranged a compressible casing 4 having fine pores therethrough.
The product according to the invention is simple and easy to produce compared with the prior art, and thus may also be produced for a far lower price than the products of com¬ parable quality currently found on the market. The invention's subject thus meets the market's need for an inexpensive product with reasonable security, for use in all places where waterproofing is necessary due to sporadic risk of water pressure outside the concrete structure, but where the major consideration is, if not to totally shut out the water, at least to delay the seepage of water into the structure to a degree where safety and security is in pro¬ portional to the existing risk.

Claims

P a t e n t C l a i m s
1.
An injection tube (1) for chemical injection in concrete, comprising a central, regularly perforated (3) feed tube (2) having a cover (4) loosely disposed over the perforation, c h a r a c t e r i z e d i n that said cover (4) consists of a compressible casing having fine pores therethrough, arranged around the periphery of the tube (2).
2.
The tube according to claim 1, c h a r a c t e r i z e d in that the cover (4) consists of an elastic foamed plastic or similar material having fine pores therethrough.
3.
The tube according to claim 1, c h a r a c t e r i z e d in that the cover (4) consists of a densely entangled fiber or wire product of filaments having a very fine diameter.
4.
The tube according to claim 3, c h a r a c t e r i z e d in that the wire/fiber product is steel wool.
5.
The tube according to claims 1 and 2, c h a r a c t e r i z e d i n that the tube (2) and cover (4) are formed as a unit and made of the same material.
6.
The tube according to claim 5, c h a r a c t e r i z e d in that the cover has a configuration that provides a contact surface thereon.
PCT/NO1992/000044 1991-03-19 1992-03-11 Injection tube for chemical injection in concrete WO1992016696A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4507009A JPH06506275A (en) 1991-03-19 1992-03-11 Injection tube for chemical injection into concrete

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO911086A NO177939C (en) 1991-03-19 1991-03-19 Injection hose for chemical injection in concrete
NO911086 1991-03-19

Publications (1)

Publication Number Publication Date
WO1992016696A1 true WO1992016696A1 (en) 1992-10-01

Family

ID=19893985

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO1992/000044 WO1992016696A1 (en) 1991-03-19 1992-03-11 Injection tube for chemical injection in concrete

Country Status (6)

Country Link
EP (1) EP0575457A1 (en)
JP (1) JPH06506275A (en)
AU (1) AU1438092A (en)
DE (1) DE4207919C2 (en)
NO (1) NO177939C (en)
WO (1) WO1992016696A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995011352A1 (en) * 1993-10-22 1995-04-27 Bjarne Sem Hose for chemical injection in concrete
WO1997016603A1 (en) * 1995-11-01 1997-05-09 Bjarne Sem Waterstop with injection channel
US20110041438A1 (en) * 2008-02-22 2011-02-24 Repower Systems Ag Construction of a wind energy plant
US8607868B2 (en) 2009-08-14 2013-12-17 Schlumberger Technology Corporation Composite micro-coil for downhole chemical delivery

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4340845C2 (en) * 1993-11-26 2002-12-19 Ibs Injektionstechnologie Gmbh Injection profile for sealing joints on buildings
DE19715366A1 (en) * 1997-04-14 1998-10-22 Tricosal Gmbh Sealing strip used in concrete construction to form expansion- or structural joints
DE29907233U1 (en) 1999-04-23 1999-07-29 REHAU AG + Co., 95111 Rehau tube
DE29909517U1 (en) 1999-05-25 1999-09-02 Löffler, Martin, Dipl.-Ing., 15732 Eichwalde Injection profile for sealing construction joints
DE202010018234U1 (en) 2010-08-04 2015-02-05 Dmi Injektionstechnik Gmbh Injection hose made of flexible liquid impermeable material for joints to be sealed
GB2570684A (en) * 2018-02-02 2019-08-07 Cook Bernard Shower Hose

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE308594B (en) * 1965-06-11 1969-02-17 Cox P Preservation Co Ltd
CH600077A5 (en) * 1976-04-06 1978-06-15 Peter Kaufmann Seal for gaps in concrete structures
EP0125696A2 (en) * 1983-05-17 1984-11-21 Eva-Maria Rasbach Porous multiple-layer tube
DE3400654A1 (en) * 1984-01-11 1985-07-18 Kunibert Ing.(grad.) 4234 Alpen Koob Injection tube
EP0199108A1 (en) * 1985-04-04 1986-10-29 Kunibert Koob Injection hose for a dilatation joint in concrete structures

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8314491U1 (en) * 1983-09-15 Rasbach, Heinz, Dipl.-Ing., 6204 Taunusstein Multi-layer, porous hose
DE8300766U1 (en) * 1983-01-13 1983-06-16 Koob, Kunibert, Ing.(grad.), 4234 Alpen INJECTION HOSE FOR WORKING FIGURES ON CONCRETE CONSTRUCTIONS
DE3929848C3 (en) * 1989-09-08 1997-07-17 Pflieger Lieselotte Injection hose for joints to be sealed in concrete structures

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE308594B (en) * 1965-06-11 1969-02-17 Cox P Preservation Co Ltd
CH600077A5 (en) * 1976-04-06 1978-06-15 Peter Kaufmann Seal for gaps in concrete structures
EP0125696A2 (en) * 1983-05-17 1984-11-21 Eva-Maria Rasbach Porous multiple-layer tube
DE3400654A1 (en) * 1984-01-11 1985-07-18 Kunibert Ing.(grad.) 4234 Alpen Koob Injection tube
EP0199108A1 (en) * 1985-04-04 1986-10-29 Kunibert Koob Injection hose for a dilatation joint in concrete structures

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995011352A1 (en) * 1993-10-22 1995-04-27 Bjarne Sem Hose for chemical injection in concrete
WO1997016603A1 (en) * 1995-11-01 1997-05-09 Bjarne Sem Waterstop with injection channel
US20110041438A1 (en) * 2008-02-22 2011-02-24 Repower Systems Ag Construction of a wind energy plant
US8607868B2 (en) 2009-08-14 2013-12-17 Schlumberger Technology Corporation Composite micro-coil for downhole chemical delivery

Also Published As

Publication number Publication date
NO911086L (en) 1992-09-21
AU1438092A (en) 1992-10-21
DE4207919A1 (en) 1992-09-24
EP0575457A1 (en) 1993-12-29
JPH06506275A (en) 1994-07-14
NO177939B (en) 1995-09-11
NO177939C (en) 1995-12-20
DE4207919C2 (en) 1997-01-09
NO911086D0 (en) 1991-03-19

Similar Documents

Publication Publication Date Title
WO1992016696A1 (en) Injection tube for chemical injection in concrete
EP0512052B1 (en) Post-tension anchor system
US4041665A (en) Injection sealable waterstop and method of installing same
US5049006A (en) Continuous structure forming method and the resulting product
US3425228A (en) Fabric forms for concrete structures
Wu et al. Embedding problem of fuzzy number space: Part II.
US3917285A (en) Collar for joint of underground pipe
EP0724673B1 (en) Hose for chemical injection in concrete
US3833944A (en) Fluid containing structure
GB2071178A (en) Tube or hose-like sealing device and method of using such a device
US3376629A (en) Method and means for support of cementitious materials on sloping surfaces during cure
US3897073A (en) Joint of underground pipe
US5785456A (en) Material and method for lining pipes
JPS5927839B2 (en) How to install a rock anchor
JPS56131713A (en) Anchor using pc steel material
JPH08128426A (en) Manufacture of embedded anchor and this embedded anchor
SU1303672A1 (en) Buttress wall
FR2764935B1 (en) IN SITU CURABLE FLEXIBLE TUBULAR PREFORM HAVING A FILAMENT FRAME FOR THE PIPING OF A WELL OR PIPE
KR100319658B1 (en) A bundle of pipes cable for concrete construction and construction method for grouting to the jointing portion of concrete structures by using the same
JPS58138827A (en) Construction of composite anchor
AT331296B (en) DEVICE FOR SEALING A JOINT BETWEEN DRIVING ELEMENTS IN A CLUTCH AND PROCESS FOR THEIR PRODUCTION
JP2986472B1 (en) Concrete waterproofing tools
JPH06341227A (en) Water stop construction method for placing joint part of concrete structure
DE59803589D1 (en) Anchor element for a grouted anchor
CA2043265C (en) Heat transfer cement containment channel

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AT AU BB BG BR CA CH CS DE DK ES FI GB HU JP KP KR LK LU MG MN MW NL NO PL RO RU SD SE US

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE BF BJ CF CG CH CI CM DE DK ES FR GA GB GN GR IT LU MC ML MR NL SE SN TD TG

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
ENP Entry into the national phase

Ref country code: US

Ref document number: 1993 117019

Date of ref document: 19930908

Kind code of ref document: A

Format of ref document f/p: F

WWE Wipo information: entry into national phase

Ref document number: 1992907191

Country of ref document: EP

WWP Wipo information: published in national office

Ref document number: 1992907191

Country of ref document: EP

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

NENP Non-entry into the national phase

Ref country code: CA

WWW Wipo information: withdrawn in national office

Ref document number: 1992907191

Country of ref document: EP