CIPA 2003 XIX th International Symposium, 30 September - 04 October, 2003, Antalya, Turkey
tions. A logistical support from the tows St.-Amand-sur-Ornain
and Naix-aux-Forges helped these meetings.
The multidisciplinary character of this research put the archae
ologists in a situation where they could benefit from contribu
tions of the data processing in their work of reconstitution and
allowed the researchers to ask themselves about the content and
the purpose of the computer generated images of the monument
that they could offer.
2. THE 3D LASER SCANNER, A MEASURING TOOL
APPLIED TO ARCHEOLOGY AND VANISHED
ARCHITECTURE,
The MAP-CRAI is equipped since 1997 with a laser scanner
SOISIC designed by the company MENSI . The acquisition
chain of the laser goes from the sensor to the a posteriori
software processing of the collected data (3D IPSOS software).
From the beginning, the main feature of this device was to
verify measures in industrial environment. Later, other
applications have been considered: huge shape control
measurements, large scene capture, plane airframes, ship hulls,
archaeological and patrimonial cultural heritage, virtual reality,
models, moulds, etc.
The MAP-CRAI was more specifically interested in architecture
and archaeology. This results in multiple adaptations, either at
data acquisition time, or at data processing time.
2.1 Laser working principle
2.1.1 Remote sensing
The "Soisic" scanner is based on the principle of laser plane
triangulation. It is made of a sensor (SOISIC), and a
consolidation and modelling software (3DIPSOS). The sensor
uses a 2,5 mW power laser beam driven by a mobile mirror.
The image of the laser spot on the measured object is captured
by a CCD camera.
Driven by a PC, this sensor can collect the 3D coordinates of
the laser spot, at the rate of about 100 points per second.
The operator defines the data capture area and selects the mesh
density according to the scale and the measured object nature.
During the laser measure, a camcorder records views of the
stage, used then to be mapped on the 3D model.
This acquisition system presents many advantages among which
its weight (14 kg), which makes it very handy and its capacity
to scan surfaces of very diverse aspects (black rubber, stainless
steel, etc.). In its principle, the measurement by scanner
increases greatly the precision that one could get with more
traditional techniques.
The points clouds (sets of 3D points) are progressively stored in
files, every point of view on an object being made of the sub-
points of view corresponding to the reference spheres and the
different shootings made on this object. The position of the
scanner in relation to the object, the precision of the points’
capture, and the complementarity of the points of view are
therefore the factors that contribute to a better ulterior
exploitation of the date file.
Files results are then transferred to the workstation in order to
process the data.
2.1.2 The data processing - funding and modelling:
The data processing takes place with the help of the 3D Ipsos
software that allows toimport of the raw Soisic format files. The
first stage consists in "strengthening" the various clouds of
points, ie to make all the sub-points of view fit into the same
general Cartesian mark. Reference sphere placed judiciously
around the measured object during the phase of acquirement al
low a partial automation of this stage, allowing to save a great
amount of time. These spheres form a mark for every sub-point
of view. Given that every sub-point of view contains a mini
mum of 3 reference spheres in common with the other sub-
points of view, the software allows a global reorganization of
the points clouds.
The modelling itself constitutes the second stage: based on the
points clouds data consolidated in the same system of
reference, the objective is to rebuild a 3D model, with the help
of simple geometric primitive or of elementary surfaces that
match the clouds as close as possible. The choice of a global
reconstruction of the object or a semiautomatic meshing
depends obviously on the nature of the object to be modelled:
the statuary is in general well handled by a mesh while some
architectural or industrial elements should rather be rebuilt
based on geometric primitives. This conversion of primitive
shapes and elementary surfaces in DXF standard files format
allows a further exploitation of the rebuilt model in all other
software accepting this format.
2.2 The realizations and their specific problematic
We performed laser scans and recreated the 3D models in order
to produce computer generated images, simulate illuminations,
digitally archive data and to allow the archaeological investiga
tions :
■ At the time of the Marmaria site reconstitution in Del-
phes, several objectives were pursued: test the hypotheses
concerning the roofing shapes of the buildings according
to the tiles shapes and valley gutter, determinate the way
the temples’ doors open according to the door casing
morphology, virtually analyze some blocks and acroter
statuary. [CG25] [DD38] [LAR92] [ROU52],
■ The scan of the Pont Marie bridge in Paris served as ba
sis for its three-dimensional map-less modelling and as
support of an illumination simulation.
■ The capture of the Pont Neuf bridge and the Vert Galant
park also allowed the representation of an illumination
project including the statuary and the vegetation of the
park.
■ The Capitol of Dougga (Tunisia) reconstruction as it had
been achieved in 166 b.c. gave place to the setting up of a
knowledge and information integration method in the re
construction/modelling/representation chain by leaning on
photo-modelling techniques.
■ At the Notre Dame Cathedral in Strasbourg, different
measured drawings of the statuary and complex architec
tonic elements (capitals, moulding proportions and profile,
blocks...) allowed to continue and to complete the restora
tion chain computerization (computer aided stone cutting
based on the measure of original blocks) within the work
shop in charge of this building maintenance.
2.3 Research developments and problematic
The functionalities of the 3D IPSOS software not being all
adapted to the reconstruction / modelling of architectural
objects, we developed a set of routines permitting to quickly
generate solids by profile extrusion or by revolution.
Some researches are in progress concerning the automated
recognition of architectural objects in point clouds.