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In jacking processes, extensive and irreparable damages are frequently observed, which is due to irregularities of the subsoil.

Although extensive subsoil investigations can reduce the subsoil risk, failures and damages cannot be completely excluded.

(Image: Attention!)

These are the consequences of damages during pipe jacking:

  • Insufficient quality of the construction execution
  • Delay
  • High costs
  • Environmental impacts

(Image: Distribution of damages in pipe jacking in Germany (source: IFB, Hanover 1993))

Jul 01, 2021

Modules

This presentation is part of the series of presentations "Utility Tunnelling" and deals with the various types of shield machines, the removal of obstacles and possible errors in pipe jacking.

Underground pipelines and utilities are predominantly installed by using the tradition open-cut (i.e., cut and fill) method: a trench is dug, the lines are installed by constructing proper embankment or sheeting or using a trench box, and the trench is filled afterwards.

In the face of the numerous challenges (e.g., urbanization, densely populated areas) as well as growing environmental consciousness, it is important to consider trenchless technology …

(Image: Manned techniques)
(Image: Steerable techniques)

Pipe jacking:
A system of directly installing pipes behind a cutting head and/or shield, by hydraulic jacking from a drive shaft, such that the pipes form a string in the ground [DINEN12889:2000].

The manned or unmanned technique, in which jacking pipes with a clear diameter ≥ 1200 mm (not to be confused with DN/ID) are jacked directly behind a shield machine from a starting shaft by pressing …

The duties of the shield machine in pipe jacking are as follows [Scher77a]:

  • To protect the personnel,
  • To create the necessary cavity so that the following pipe string can be pressed in with a minimum degree of soil deformation and with the lowest possible skin friction,
  • To protect the cavity until the jacking pipes can finally carry all the loads and forces,
  • To secure the working face against collapsing soil and rock as well as groundwater, …

2-component shield machine

(Image: Design of a 2-component shield machine)

3-component shield machine

(Image: Design of a 3-component shield machine)

(Image: Overview of shield machine types)

Open shields:
Shield machine without pressure tight sealing between the working face and the following pipe string [Stein05a].

Open shields do not have a pressure-tight seal between the working face and the subsequent pipe string. They are characterized by relatively good access to the working face and easy-to-use machine technique.

(Image: Hand shields - Overall view of a hand shield (external diameter 2098 mm) [FI-Nishi]) (Image: Open shield) (Image: …

Shield machines with partial excavation feature an open (SM-T1 or SM-T2) or closed shield (SM-T3 or SMT4) and partial loosening of the soil or material at the working face.

Shield machines with partial excavation of the working face are grouped according to the method of excavation into:

  • Shield machines with partial excavation by hand (hand shields)

  • Shield machines with mechanical partial excavation

  • Shield machines with hydraulic partial excavation

Closed shields:
Shield machines equipped with a pressure bulkhead between the working face and the shield tail in order to build up an artificial pressure at the working face [Stein05a].

(Image: Possible designs of boring heads for earth pressure balance shields - Shield with eight-spoke cutting wheel and circumferential rim (external diameter 3100 mm) [Breme])

Closed shields are – depending on the used pressure balancing fluid – executed with …

Shield machines with full-face excavation (SM-V) differ from those with partial excavation (SM-T) in that they process and loosen the whole working face in one working step by means of a rotating boring head equipped with corresponding excavation tools.

(Image: Shield machines with full-face excavation - Working face with natural support SM-V1) (Image: Shield machines with full-face excavation - Working face with mechanical support SM-V2)
(Image: …
(Image: Attention!)

Excavation machines are used with shield machines with partial excavation.

Operating and steering of the shield machine are carried out directly at the site by a machine operator who has a continuous view of the working face.

(Image: Shield machine with fixed installed boom cutting machine - With axial cutting head) (Image: Axial cutter head of the boom cutting machine equipped with round shank cutter bits) (Image: Principles …

(Image: Three-spoke rim cutting wheel with scraper teeth (standard bore head) [FI-Rasa])

The cutting wheel is a largely openly designed drilling head that is not used for the mechanical support of the working face. Their advantages lie with the low coverage and thus the good accessibility of the working face when needed. A distinction is made between the spoke and the rim cutting wheel [Maidl98].

(Image: Possible designs of boring heads for earth …