11094 search results:
(Table: Distribution of the moisture conditions of cracks/crack edges in accordance with [Verkehra])
(Table: Regions of application of the fillers for cracks according to [Verkehra])

In crack injection, the introduction of the injection media is achieved with low pressure apparatus (up to 20 bar) or high pressure apparatus (up to 250 bar) by means of an injection packer.

The injection apparatus consists of:

  • a pressure generator,
  • material container,
  • transport hose,
  • connection piece for the injection packer and,
  • mixing and dosing aggregates, if required.
(Image: Pressure vessel for transporting the injection mortar) (Image: Installed …
(Image: Single-component injection in the masonry)

Single-component injection

In the single-component injection, the injection medium is pre-mixed and injected by the injection apparatus.

(Image: Two-component injection in the masonry)

Two-component injection

In the two-component injection, the individual components are conveyed up to a mixer connected immediately in front of the injection packer and injected into the crack after mixing. In this way, …

The injection packers are either drilled into the crack (drill packer) or glued to the crack (adhesion packer) [Kern80] [DGEG86b] [Ruffe81].

(Image: Working sequence for a crack injection with tight connection [FI-Sto] - Injection with drilling packers arranged vertically in the crack - Hammering the packer in)

Drill packers are used above all for injections under high pressure as well as for mutually deformed crack flanks.

The drilling occurs either …

(Image: Injection packer for crack injection with reference to [Werse88] [Image: S&P GmbH] - Drilling packer) (Image: Ribbed impact packer 18 - 105 m [FI-Desoi])
(Image: Quick-acting snap connection [FI-Desoi]) (Image: Crack injection by means of drill packer)
(Image: Attention!)

In order to transfer a sufficiently high pressing pressure, the crack should be dammed up, i.e. it should be sealed at the surface, For this purpose, trowelling masses, for instance based on epoxy resin or poly-methacrlylate resin are utilised [Grube90].

(Image: Working sequence for a crack injection with tight connection [FI-Sto] - Injection with drilling packers arranged vertically in the crack - Damming) (Image: Working …

Treatment
of base

(Image: Working sequence for a crack injection [FI-Sto] - Base pre-peration)

Boring
 

(Image: Working sequence for a crack injection with tight connection [FI-Sto] - Injection with drilling packers arranged vertically in the crack - Boring)

Cleaning
boring holes

(Image: Working sequence for a crack injection with tight connection [FI-Sto] - Injection with drilling packers arranged vertically in the crack - Cleaning boring holes)

Hammering

(Image: Attention!)

In order to prevent damage to concrete structures, the injection pressure according to [Asend88] should be confined to a maximum of 33 % of the cube strength of the concrete.

(Image: Injection pressure depending on the crack properties)
(Image: Infiltration)

Huge water infiltrations into concrete and reinforced concrete manholes can be sealed by injections in accordance with [DGEG86b] :

  • damming of water infiltrations by means of single-component polyurethane foam
  • injection by means of two-component polyurethane resin
  • second injection by means of two-component polyurethane resin.
(Image: Infiltration)

Damming the entry of the water with a single -component polyurethane foam

Due to the rapid foaming of the injection medium on contact with the water, an enclosed blocking layer is created that temporarily prevents the entry of water and thus an uncontrolled flushing away of the subsequent injection medium until the end of the reaction of its components. This step can be left out if there is only a weak flow of water.

(Image: Infiltration)

Injection with two-component polyurethane resin

This fills the cavity and the previously introduced polyurethane foam, if it was injected, is compressed. A soft elastic resin is formed with a high modulus of expansion, which seals the entry of the water and retains its sealing properties even with later movement of the structure e.g. through temperature and alteration of loading.

(Image: Infiltration)

Second injection with two-component polyurethane resin

At the contact surface concrete / polyurethane resin there can occur, in the injection at b), in the enclosed water in the concrete pores with the polyurethane, a "foam reaction" and this can impair the local adhesion of the resin to the concrete, which might require a second injection under certain circumstances. For this reason, local pressures of 250 bars must be applied …

(Image: Attention!)

The execution of the injections, as well as the events that occur should be recorded in special protocols. For instance, the following should be included:

  • Crack figure and position of the crack in the structure;
  • Injection points (number of the positioned packers, spacing internally);
  • Start and end of the injection for each injection position;
  • Injection pressures applied;
  • Type and quantity of the inserted injection media;
  • Temperature …
(Image: Attention!)

A sample of the resin used must be taken daily and the date must be recorded with it [Ruffe81].

Nov 22, 2006

Modules

Manholes perform a variety of functions, they are used to connect pipelines, to change direction and/or elevation, to provide access for personnel and/or equipment, and to provide aeration and ventilation to the drain and sewer system.

This module covers crack repair in manholes using injection.

After completing this module, you will have a sound knowledge of:

  • variations of filling cracks and
  • crack filling materials and their properties.

The lecture series "Repair of manholes made of concrete, reinforced concrete and masonry" presents several possibilities for repairing manholes.

The third part of the series is about height levelling and replacement of manhole tops.

The aim of the lecture is to provide an overview of implementation of such measures.

An important share of the repairs to manholes is the regulating and exchange of manhole tops because today, as compared to earlier, much greater demands are made on the evenness of the traffic lane and these are subject to higher loads due to the heavier traffic conditions .

(Image: Positional deviation of the frame of a manhole top [City of Düsseldorf, Germany])
(Image: Manhole top raised above street level as a result of settling) (Image: Possible …

According to DIN EN 124 [DINEN124:1994], a manhole top is the upper part of a manhole, namely "that part of a manhole consisting of a frame and a cover and/or a grating".

(Image: Excavated manhole)
(Image: Section of a manhole top with reference to [DINEN124] resp. [DIN19549] [Image: S&P GmbH])