FR2609071A1 - Reinforced concrete components for the rapid construction of small structures - culverts - surface ducts - underground passages for pedestrians or light vehicles - Google Patents

Reinforced concrete components for the rapid construction of small structures - culverts - surface ducts - underground passages for pedestrians or light vehicles Download PDF

Info

Publication number
FR2609071A1
FR2609071A1 FR8618400A FR8618400A FR2609071A1 FR 2609071 A1 FR2609071 A1 FR 2609071A1 FR 8618400 A FR8618400 A FR 8618400A FR 8618400 A FR8618400 A FR 8618400A FR 2609071 A1 FR2609071 A1 FR 2609071A1
Authority
FR
France
Prior art keywords
slab
elements
sole
reinforced concrete
recess
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
FR8618400A
Other languages
French (fr)
Other versions
FR2609071B1 (en
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BOURACHOT ANTOINE
BOURACHOT FRANCOIS
Original Assignee
BOURACHOT ANTOINE
BOURACHOT FRANCOIS
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 BOURACHOT ANTOINE, BOURACHOT FRANCOIS filed Critical BOURACHOT ANTOINE
Priority to FR8618400A priority Critical patent/FR2609071B1/en
Publication of FR2609071A1 publication Critical patent/FR2609071A1/en
Application granted granted Critical
Publication of FR2609071B1 publication Critical patent/FR2609071B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes

Abstract

The invention relates to a set of pre-engineered reinforced concrete components for the rapid construction of small structures - Culverts - Surface Ducts - Underground Passages for pedestrians or light vehicles. Each structure consists of components fitting the road size of a maximum of 2.40 m - L-shaped elements - Base slab - Roof slab, which are keyed together, with an added elastomer seal.

Description

COMPOSANTS EN BETON ARME POUR CONSTRUCTION RAPIDE DE PETITS OUVRAGES D'ART
PONCEAUX - GALERIES TECHNIQUES - PASSAGES SOUTERRAINS POUR PIETONS OU
VEHICULES LEGERS, etc...REINFORCED CONCRETE COMPONENTS FOR QUICK CONSTRUCTION OF SMALL WORKS OF ART
CULVERTS - TECHNICAL GALLERIES - UNDERGROUND PASSAGEWAYS
LIGHT VEHICLES, etc ...

Le présent système par composants mi-lourds en béton armé autorise la construction rapide de petits ouvrages d'art (Ponceaux - Galeries Techniques
Passages Souterrains pour piétons, véhicules légers, etc...) Il intéresse plus particulierement les maîtres d'ouvrages et maîtres d'oeuvre, se trouvant devant un problème d'intervention rapide et souhaitant limiter le blocage d'une route ou autre voie de circulation. Le système permet, par exemple, de travailler en alternance avec le blocage d'une demi-voie, la pose des éléments, la remise en service avant la coupure de la seconde demi-voie. Les ouvrages ainsi créés peuvent supporter directement le passage de véhicules lourds, ou recevoir des remblais importants.The present system of semi-heavy reinforced concrete components allows the rapid construction of small engineering structures (Culverts - Technical Galleries
Underground crossings for pedestrians, light vehicles, etc.) It is of particular interest to building owners and project managers, faced with a problem of rapid intervention and wishing to limit the blocking of a road or other lane circulation. The system allows, for example, to work alternately with the blocking of a half-track, the installation of the elements, the return to service before the cut-off of the second half-track. The structures thus created can directly support the passage of heavy vehicles, or receive significant embankments.

Dans le présent, la plupart de ces petits ouvrages d'art à section carrée ou rectangulaire sont coulés en place, provoquant ainsi le barrage d'une voie pour d'assez nombreuses journées ou semaines.In the present, most of these small structures of square or rectangular section are poured in place, thus causing the blocking of a track for quite many days or weeks.

Les composants du présent système dérivent de modules simples : murs en L placé verticalement - dalles de fil d'eau assemblées à la semelle des murs par aciers en attente - dalles de couverture posées sur joint et clavetées.The components of this system are derived from simple modules: L-shaped walls placed vertically - slabs of water wire assembled to the sole of the walls by pending steel - cover slabs placed on joints and keyed.

Il ne nécessite pas l'utilisation d'étais, et de ce fait procure un gain de temps créciable. It does not require the use of props, and therefore provides a credible time saving.

Ces composants produits en fabrication industrielle, après étude béton armé selon chaque cas, sont coffrés dans des moules métalliques assurant des côtes précises. Les moules sont prévus pour répondre à tout besoin d'épaisseur de voile, par des systèmes de rablettes mobiles. La mise en oeuvre des éléments en usine, dont les fabrications sont controlées par des services de qualification nationaux, permet de garantir un béton armé hautes performances, qui répondra facilement aux sollicitations en oeuvre.These components produced in industrial manufacturing, after a reinforced concrete study according to each case, are cased in metal molds ensuring precise dimensions. The molds are designed to meet any need for the thickness of the veil, using mobile rablette systems. The use of elements in the factory, the manufacturing of which is controlled by national qualification services, guarantees high-performance reinforced concrete, which will easily respond to the demands made.

Cette production en éléments de 2m40 autorise le transport au gabarit routier, et au tonnage complet des véhicules. Le système couvre la gamme comprise entre les productions manufacturées, en section cylindrique, carrée ou rectangulaire, et les ouvrages coulés in-situ. Soit de 3 m2 à 15 m2 de section, faisant suite par exemple aux éléments rectangulaires de lm25 x 2m50 ou circulaires de diamètre intérieur 2m00. Ceci tout en mettant à disposition des éléments, dont le poids unitaire ne dépasse pas celui des sections monoblocs citées ci-dessus. Un avantage est à retenir par rapport au cylindrique, à section utile égale la hauteur moindre permet un passage plus facile sous chaussée. This production in elements of 2m40 authorizes the transport to the road gauge, and to the complete tonnage of the vehicles. The system covers the range between manufactured productions, in cylindrical, square or rectangular cross-section, and works cast in situ. Either from 3 m2 to 15 m2 in section, following for example the rectangular elements of lm25 x 2m50 or circular elements of internal diameter 2m00. This while making available elements, the unit weight of which does not exceed that of the one-piece sections mentioned above. An advantage is to be remembered compared to the cylindrical, with a useful cross section equal to the lower height allowing easier passage under the road.

La dalle supérieure est calculée pour recevoir le passage de surcharges roulantes, sur simple bande de roulement depuis OmlO. Ou des charges de remblai de plusieurs mètres.The upper slab is calculated to receive the passage of rolling overloads, on a simple tread from OmlO. Or fill loads of several meters.

Le jointoiement entre éléments est double. D'une part, clavetage des éléments entre eux pour éviter les délignements sous l'effet de poussées ou surcharges différentielles. Ce clavetage réalisé en béton armé par les aciers en attente, ou par boulonnage avec douilles et éclisses.The jointing between elements is double. On the one hand, keying of the elements together to avoid edging under the effect of pushes or differential overloads. This keying carried out in reinforced concrete by the waiting steels, or by bolting with sockets and fishplates.

D'autre part, un joint double en élastomère ou autre matériau assure l'étanchéité de l'extérieur vers l'intérieur ou vice-versa.On the other hand, a double seal made of elastomer or other material seals from the outside to the inside or vice versa.

La répartition au sol est de meilleure qualité qu'avec des conduits circulaire. Si nécessaire, la dalle radier peut se trouver moulée en béton lourd, densité 3,5 à 5,5 ceci pour renforcer la stabilité, en assurant un lestage.The distribution on the ground is of better quality than with circular ducts. If necessary, the slab slab can be molded in heavy concrete, density 3.5 to 5.5 this to enhance stability, ensuring ballasting.

La stabilité de la dalle supérieure est renforcée par des tiges d'acier dont la section est retenue fonction des exigences de travail. Ces tiges placées verticalement dans les pied-droits et reliées à l'armature sont clavetées dans des gorges aménagées dans les éléments de dalles supérieures.The stability of the upper slab is reinforced by steel rods, the section of which is selected according to the work requirements. These rods placed vertically in the right legs and connected to the frame are keyed in grooves arranged in the elements of upper slabs.

Il est possible de préparer des changements de direction en fabriquant les éléments de pied-droits à pans coupés, et des éléments de semelles et de dalles de couverture moulées selon besoin, à l'aide de rablettes mobiles dans les moules.It is possible to prepare changes of direction by manufacturing the right-footed elements with cut sides, and elements of soles and cover slabs molded as required, using movable rablettes in the molds.

La dalle radier peut se trouver moulée avec une cunette ou un dièdre permettant un auto-curage permanent en basses eaux, s'il s'agit d'un émissaire, ou l'évacuation d'eaux collectées en amont, s'il s'-agit d'une galerie piétons ou technique.The slab slab can be molded with a wedge or a dihedral allowing permanent self-cleaning in low water, if it is an outfall, or the evacuation of water collected upstream, if -is a pedestrian or technical gallery.

Dans le cas de surcharges exceptionnelles ou de remblais très importants, la dalle supérieure peut se trouver moulée en reforçant l'épaisseur au centre, pour une coupe en dièdre inversé, ceci selon résultat du calcul et des exigences de renforcement de section.In the case of exceptional overloads or very large embankments, the upper slab can be molded by strengthening the thickness in the center, for an inverted dihedral cut, this depending on the calculation and section reinforcement requirements.

Les éléments sont ainsi conçus
Elément L en béton armé avec gousset (1), comportant en semelle des aciers en attente soit pour clavetage avec la dalle de semelle, soit pour clavetage avec l'autre élément L (2). Sur la tranche verticale une feuillure pour jointoiement (3). Cette feuillure se poursuit sur la tranche supérieure (4).The elements are thus designed
Reinforced concrete element L with gusset (1), comprising steel on standby either for keying with the sole plate, or for keying with the other element L (2). On the vertical edge a rebate for jointing (3). This rebate continues on the upper edge (4).

Les épaisseurs de béton, les quantités d'armatures, les hauteurs de piedroits, les largeurs de semelles, sont calculés suivant le type d'ouvrage et au coup par coup.The thicknesses of concrete, the quantities of reinforcement, the heights of corners, the widths of footings, are calculated according to the type of work and piecemeal.

La dalle semelle ou fil d'eau vient se placer en (5). S'il s'agit d'une dalle de lestage, elle est réalisée en béton lourd. Elle peut se présenter avec une cunette (6) ou un dièdre (7). Dans tous les cas, elle peut recevoir un revêtement anti-abrasion,ou un revêtement noble, s'il s'agit d'un partie circulée (8). Le revetement peut se trouver prévu également sur les parois verticales (9). Des aciers en attente depuis l'armature de la dalle fil d'eau permettent d"assurer son clavetage avec les pied-droits (10). The sole or water slab is placed in (5). If it is a ballast slab, it is made of heavy concrete. It can be presented with a wedge (6) or a dihedral (7). In all cases, it can receive an anti-abrasion coating, or a noble coating, if it is a circulating part (8). The coating can also be provided on the vertical walls (9). Steels pending from the reinforcement of the water slab allow it to be keyed in with the straight feet (10).

Une forme (11) étudiée et réalisee en fonction des exigences sera réglée pour permettre une pose sans point dur.A shape (11) studied and produced according to the requirements will be adjusted to allow installation without a hard point.

La dalle supérieure (12) étudiée en fonction des surcharges roulantes ou des charges de remblais sera d'épaisseur variable selon l'étude. Elle pourra se trouver réalisée avec un dièdre inversé (13) en deux pans égaux, pour renforcement. Sur sa face inférieure, qui peut se trouver traitée en parement noble, deux décrochements (14) permettent la pose en encastrement.The upper slab (12) studied as a function of rolling overloads or fill loads will be of variable thickness depending on the study. It may be carried out with an inverted dihedral (13) in two equal sections, for reinforcement. On its underside, which can be treated with noble facing, two recesses (14) allow installation in recess.

Une feuillure (15) de même forme que celle des pied-droits et dalle de semelle assure la continuité pour le jointoiement. Un évidement (16) apparaît sur la face supérieure et sur les deux bords extérieurs de cette dalle. Il permettra un clavetage armé (17) avec étanchéité. Des douilles de manutention (18) sont prévues en divers points pour permettre la prise des pièces à l'aide d'élingues et opérer les manutentions de chargement, déchargement et pose avec équilibrage de l'élément. Des tiges filetées (19) sont clavetées dans des gorges (20). Les joints élastomères sont collés en lignes parallèles sur chaque tranche (21).A rebate (15) of the same shape as that of the right feet and sole plate provides continuity for the jointing. A recess (16) appears on the upper face and on the two outer edges of this slab. It will allow a reinforced keying (17) with sealing. Handling sleeves (18) are provided at various points to allow the gripping of the parts using slings and operate the handling of loading, unloading and laying with balancing of the element. Threaded rods (19) are keyed into grooves (20). The elastomer seals are glued in parallel lines on each edge (21).

le jointoiement peut se trouver réalisé par douilles

Figure img00030001

et éclisses
Figure img00030002

assurant un serrage sur joints élastomères.Plus particulièrement dans le cas où l'ouvrage ne reçoit que de faibles charges et surcharges. the jointing can be carried out by sockets
Figure img00030001

and sides
Figure img00030002

ensuring tightening on elastomeric seals. More particularly in the case where the structure receives only low loads and overloads.

Claims (9)

REVENDICBTIONS 1. Système de construction de petits ouvrages d'art à section rectangulaire ou carrée, par composants industrialisés en béton armé, caractérisés en ce qu'ils sont produits dans des moules à parois réglables permettant de faire varier les sections de béton et d'aciers, en fonction des exigences imposées par le calcul d'après les sections utiles et les sollicitations en service. 1. Construction system of small structures with rectangular or square section, by industrialized reinforced concrete components, characterized in that they are produced in molds with adjustable walls allowing to vary the sections of concrete and steels , according to the requirements imposed by the calculation according to the useful sections and the stresses in service. 2. Dispositif selon revendication 1, caractérisé en ce que chaque tronçon de l'ouvrage est produit au gabarit routier, et en ce qu'il comporte deux éléments de piedroit en L avec semelle et goussets, une dalle supérieure de couverture, éventuellement une dalle semelle et en ce que ces éléments sont pourvus des douilles de manutentions et des réservations d'assemblage, constituées par une feuillure en partie médiane de la tranche de chaque élément (piedroits - dalle - semelle) un évidement sur la tranche longitudinale supérieure de chaque élément semelle de piedroit et dalle semelle, et un évidement sur le bord supérieur de chaque dalle de couverture. 2. Device according to claim 1, characterized in that each section of the structure is produced to the road gauge, and in that it comprises two L-shaped foot elements with sole and gussets, an upper cover slab, possibly a slab sole and in that these elements are provided with handling sleeves and assembly reservations, constituted by a rebate in the middle part of the edge of each element (feet - slab - sole) a recess on the upper longitudinal edge of each element foot plate and sole plate, and a recess on the upper edge of each cover plate. 3. Dispositif selon revendications 1 et 2, caractérisé en ce que les armatures viennent en attente dans chaque évidement, pour le clavetage en oeuvre, et en ce que les clavetages assurent l'ouvrage longitudinalement et transversalement, le clavetage par feuillure régnant sur le linéaire total de toutes les pièces en contact. 3. Device according to claims 1 and 2, characterized in that the reinforcements come to standby in each recess, for the keying in use, and in that the keyways provide the work longitudinally and transversely, the keying by rebate prevailing on the linear total of all parts in contact. 4. Dispositif selon revendications 1 et 2 caractérisé en ce que la dalle de couverture réalisée en épaisseur variable, et éventuellement avec dièdre de renforcements comporte un décrochement longitudinal sur chaque face inférieure, ce qui la fait travailler en encastrement, et lui permet de recevoir directement les surcharges routières ou charges de remblai,et en ce aue le clavetage est assuré dans deur évidements nrJ sur les bords de la face surieure - - -  4. Device according to claims 1 and 2 characterized in that the cover slab made of variable thickness, and optionally with dihedral reinforcements has a longitudinal recess on each underside, which makes it work in embedding, and allows it to receive directly road overloads or backfill loads, and in this case the keying is ensured in their recesses nrJ on the edges of the upper face - - - 5. Dispositif selon reveAdications l - 2 et 4, caractérisé en ce que les tiges filetées clavetées dans les gorges complètent la stabilité aux poussées différentielles. 5. Device according to reveAdications l - 2 and 4, characterized in that the threaded rods keyed in the grooves complete the stability to differential thrusts. 6. Dispositif selon l'une quelconque des revendications, caractérisé en ce que tous les éléments reçoivent une double bande de joints d'étanchéité - élastomère ou similaire - sur les bords extérieurs de chaque tranche verticale et horizontale. 6. Device according to any one of claims, characterized in that all the elements receive a double strip of seals - elastomer or the like - on the outer edges of each vertical and horizontal section. 7. Dispositif selon revendication 2 caractérisé en ce que la dalle semelle peut-etre produite avec cunette ou dièdre assurant l'auto- curage et en béton lourd densité 3.5 à 5.5, et en ce qu'elle assure le lestage dans ce cas. 7. Device according to claim 2 characterized in that the sole slab can be produced with a wedge or dihedral ensuring self-cleaning and heavy density concrete 3.5 to 5.5, and in that it ensures ballasting in this case. 8. Dispositif selon revendications 1 et 2 caractérisé en ce que pour les changements de direction, les éléments sont produits sous forme biseautée par le fait que les moules métalliques comportent des rablettes autorisant de nombreux angles. 8. Device according to claims 1 and 2 characterized in that for changes of direction, the elements are produced in bevelled form by the fact that the metal molds include small plates allowing many angles. 9. Dispositif selon l'une quelconque des revendications caractérisé en ce que tous les éléments peuvent recevoir un revêtement noble incorporé, ou un revêtement anti--abrasion.  9. Device according to any one of claims characterized in that all the elements can receive a noble coating incorporated, or an anti-abrasion coating.
FR8618400A 1986-12-29 1986-12-29 REINFORCED CONCRETE COMPONENTS FOR THE RAPID CONSTRUCTION OF SMALL ARTWORK - CULVERTS - TECHNICAL GALLERIES - UNDERGROUND CROSSINGS FOR PEDESTRIANS OR LIGHT VEHICLES Expired - Fee Related FR2609071B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8618400A FR2609071B1 (en) 1986-12-29 1986-12-29 REINFORCED CONCRETE COMPONENTS FOR THE RAPID CONSTRUCTION OF SMALL ARTWORK - CULVERTS - TECHNICAL GALLERIES - UNDERGROUND CROSSINGS FOR PEDESTRIANS OR LIGHT VEHICLES

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8618400A FR2609071B1 (en) 1986-12-29 1986-12-29 REINFORCED CONCRETE COMPONENTS FOR THE RAPID CONSTRUCTION OF SMALL ARTWORK - CULVERTS - TECHNICAL GALLERIES - UNDERGROUND CROSSINGS FOR PEDESTRIANS OR LIGHT VEHICLES

Publications (2)

Publication Number Publication Date
FR2609071A1 true FR2609071A1 (en) 1988-07-01
FR2609071B1 FR2609071B1 (en) 1991-05-17

Family

ID=9342466

Family Applications (1)

Application Number Title Priority Date Filing Date
FR8618400A Expired - Fee Related FR2609071B1 (en) 1986-12-29 1986-12-29 REINFORCED CONCRETE COMPONENTS FOR THE RAPID CONSTRUCTION OF SMALL ARTWORK - CULVERTS - TECHNICAL GALLERIES - UNDERGROUND CROSSINGS FOR PEDESTRIANS OR LIGHT VEHICLES

Country Status (1)

Country Link
FR (1) FR2609071B1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2642109A1 (en) * 1989-01-20 1990-07-27 Matiere Marcel Elongate hollow structure and method for manufacturing it
FR2682141A1 (en) * 1991-10-04 1993-04-09 Sogea Method for producing a construction joint between two prefabricated elements of a piece of construction work, a construction joint relating thereto, and piece of construction work including such a joint
ES2052433A2 (en) * 1992-02-13 1994-07-01 Codelfa Prefabbricati S P A System for the construction of artificial galleries with prefabricated concrete elements
ES2068120A2 (en) * 1993-03-03 1995-04-01 Francesa Prefac Soc Process for constructing small structures and elements used for implementing the process
FR2717197A1 (en) * 1994-03-10 1995-09-15 Chapsol Overpass or Underpass structure in concrete used for vehicles or pedestrians
FR2723116A1 (en) * 1994-07-28 1996-02-02 Prefac Sa UNDERGROUND CONDUIT
ES2160074A1 (en) * 1999-10-01 2001-10-16 Sanchez Jaime E Jimenez Prefabricated road under/overpass assembled on site.
ES2336290A1 (en) * 2007-09-07 2010-04-09 Structural Researcch S.L. Light prefabricated frame (Machine-translation by Google Translate, not legally binding)
WO2016155658A1 (en) * 2015-04-03 2016-10-06 王燏斌 Modular tunnel and construction method therefor
CN112681162A (en) * 2021-01-15 2021-04-20 四川路航建设工程有限责任公司 Construction method for movable split mounting type light formwork cast-in-situ box culvert

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1441466A (en) * 1920-09-21 1923-01-09 Moses Henry Lane Culvert
US1734392A (en) * 1926-11-08 1929-11-05 Stuart B Moore Concrete culvert
FR1466396A (en) * 1965-11-18 1967-01-20 Underground gallery, in prefabricated elements for the reception of the viability pipes
DE1811186A1 (en) * 1968-11-27 1970-06-11 Hugo Schmidt Formwork device for the production of self-contained prefabricated space parts made of reinforced concrete in one cast in variable sizes for residential buildings
BE766901A (en) * 1971-05-10 1971-10-01 Lapere Willy Willem PREFABRICATED SLEEVE FOR CONTAINING PIPES OF PUBLIC UTILITY AND ELEMENTS USED FOR FORMING SUCH SLEEVE.
FR2082092A5 (en) * 1970-03-03 1971-12-10 Gtmtp
AT302401B (en) * 1966-03-28 1972-10-10 Wilhelm Hasslinger Dipl Ing Built-in tunnel
FR2223513A1 (en) * 1973-03-30 1974-10-25 Socea Tunnel made from prefabricated sections - has roof slab supported on shoulders extending from upper face of walls
FR2244064A1 (en) * 1973-09-18 1975-04-11 Bauakademie Ddr Method of constructing concrete lift cages - uses internal and external shuttering to cast five sides of a cube
US4314775A (en) * 1979-09-10 1982-02-09 Johnson Delp W Method of site casting tunnels, culverts, pressure pipes with minimum forming
FR2489206A1 (en) * 1980-08-28 1982-03-05 Royer Fernand Cast concrete building module - has floor and walls and uses upright mould with shutters to all faces except top wall edges

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1441466A (en) * 1920-09-21 1923-01-09 Moses Henry Lane Culvert
US1734392A (en) * 1926-11-08 1929-11-05 Stuart B Moore Concrete culvert
FR1466396A (en) * 1965-11-18 1967-01-20 Underground gallery, in prefabricated elements for the reception of the viability pipes
AT302401B (en) * 1966-03-28 1972-10-10 Wilhelm Hasslinger Dipl Ing Built-in tunnel
DE1811186A1 (en) * 1968-11-27 1970-06-11 Hugo Schmidt Formwork device for the production of self-contained prefabricated space parts made of reinforced concrete in one cast in variable sizes for residential buildings
FR2082092A5 (en) * 1970-03-03 1971-12-10 Gtmtp
BE766901A (en) * 1971-05-10 1971-10-01 Lapere Willy Willem PREFABRICATED SLEEVE FOR CONTAINING PIPES OF PUBLIC UTILITY AND ELEMENTS USED FOR FORMING SUCH SLEEVE.
FR2223513A1 (en) * 1973-03-30 1974-10-25 Socea Tunnel made from prefabricated sections - has roof slab supported on shoulders extending from upper face of walls
FR2244064A1 (en) * 1973-09-18 1975-04-11 Bauakademie Ddr Method of constructing concrete lift cages - uses internal and external shuttering to cast five sides of a cube
US4314775A (en) * 1979-09-10 1982-02-09 Johnson Delp W Method of site casting tunnels, culverts, pressure pipes with minimum forming
FR2489206A1 (en) * 1980-08-28 1982-03-05 Royer Fernand Cast concrete building module - has floor and walls and uses upright mould with shutters to all faces except top wall edges

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2642109A1 (en) * 1989-01-20 1990-07-27 Matiere Marcel Elongate hollow structure and method for manufacturing it
FR2682141A1 (en) * 1991-10-04 1993-04-09 Sogea Method for producing a construction joint between two prefabricated elements of a piece of construction work, a construction joint relating thereto, and piece of construction work including such a joint
ES2052433A2 (en) * 1992-02-13 1994-07-01 Codelfa Prefabbricati S P A System for the construction of artificial galleries with prefabricated concrete elements
ES2068120A2 (en) * 1993-03-03 1995-04-01 Francesa Prefac Soc Process for constructing small structures and elements used for implementing the process
FR2717197A1 (en) * 1994-03-10 1995-09-15 Chapsol Overpass or Underpass structure in concrete used for vehicles or pedestrians
FR2723116A1 (en) * 1994-07-28 1996-02-02 Prefac Sa UNDERGROUND CONDUIT
WO1996003552A1 (en) * 1994-07-28 1996-02-08 Prefac Underground passage
ES2160074A1 (en) * 1999-10-01 2001-10-16 Sanchez Jaime E Jimenez Prefabricated road under/overpass assembled on site.
ES2336290A1 (en) * 2007-09-07 2010-04-09 Structural Researcch S.L. Light prefabricated frame (Machine-translation by Google Translate, not legally binding)
WO2016155658A1 (en) * 2015-04-03 2016-10-06 王燏斌 Modular tunnel and construction method therefor
CN112681162A (en) * 2021-01-15 2021-04-20 四川路航建设工程有限责任公司 Construction method for movable split mounting type light formwork cast-in-situ box culvert

Also Published As

Publication number Publication date
FR2609071B1 (en) 1991-05-17

Similar Documents

Publication Publication Date Title
US20210348354A1 (en) Method for sealing post-cast strip in foundation with no gap
EP0081402B1 (en) Process for obtaining hollow structures such as ducts, grain tanks or shelters.
RU2382143C2 (en) Block of curb for limitation of wall section in soil, element of curb block and method for wall erection in soil
CN106801436B (en) A kind of construction method overlapping assembled underground pipe gallery
FR2609071A1 (en) Reinforced concrete components for the rapid construction of small structures - culverts - surface ducts - underground passages for pedestrians or light vehicles
KR102077960B1 (en) PC culvert box connected metal strap joint and construction method of the same
CN111365018A (en) Cover arch reinforcement method suitable for small tunnel clearance
CN108035379B (en) Comprehensive pipe gallery and construction method thereof
KR101256494B1 (en) Precast tunnel structure construction method with improved joints connection capability
CN112267338A (en) Municipal road assembling unit and construction method
US20140369750A1 (en) Grout containment sheet and method
EP0197021B1 (en) Method for driving a tunnel
KR20210055980A (en) Underground roadway by top-down method using steel continuous wall in the earth without traffic control and temporary road and method for constructing the same
BE1001360A3 (en) Deck semi-prefabricated.
FR2672937A1 (en) UNDERGROUND TUBULAR STRUCTURE AND ITS MANUFACTURING METHOD.
CN209854577U (en) Assembled thin-wall box-shaped channel
EP2231947B1 (en) Prefabricated element for creating a reinforced concrete slab and slab thus created
CN111287099A (en) Square culvert component and method for assembling square culvert
JPH0474489B2 (en)
KR102153702B1 (en) On-site manufacturing underground indentation method and underground structure formation method
EP3270026A1 (en) Method of providing a liquid proof joint between parts and structure comprising such joint
JP5998181B2 (en) Bridge deck connection method for road bridges
CN213038189U (en) Bridge expansion joint assembly
KR102645179B1 (en) Precast type vertical tunnel
CN214942379U (en) Post-cast strip joint template construction structure

Legal Events

Date Code Title Description
TP Transmission of property
TP Transmission of property
ST Notification of lapse
AR Application made for restoration
BR Restoration of rights
TP Transmission of property
TP Transmission of property
CL Concession to grant licences
ST Notification of lapse