FR2533899A1 - Lifting method using water and dyke for its implementation - Google Patents
Lifting method using water and dyke for its implementation Download PDFInfo
- Publication number
- FR2533899A1 FR2533899A1 FR8216563A FR8216563A FR2533899A1 FR 2533899 A1 FR2533899 A1 FR 2533899A1 FR 8216563 A FR8216563 A FR 8216563A FR 8216563 A FR8216563 A FR 8216563A FR 2533899 A1 FR2533899 A1 FR 2533899A1
- Authority
- FR
- France
- Prior art keywords
- water
- load
- logs
- dyke
- airlock
- 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.)
- Withdrawn
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
- B63B25/002—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for goods other than bulk goods
- B63B25/006—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for goods other than bulk goods for floating containers, barges or other floating cargo
-
- 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
- E02D29/06—Constructions, or methods of constructing, in water
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- Engineering & Computer Science (AREA)
- Transportation (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
La présente invention concerne le transport de lourdes charges avec des moyens physiques naturels. The present invention relates to the transport of heavy loads with natural physical means.
afin de lever une charge et pouvoir la transporter sans effort, ni machine, par des moyens physiques naturels, il suffit de procéder a un assemblage très simple et trés rudimentaire. in order to lift a load and be able to transport it without effort or machine, by natural physical means, it suffices to carry out a very simple and very rudimentary assembly.
Pour cela, il s'agit de fixer tout d'abord deux rondins de bois (2) sur la charge (1) à transporter, à l'aide de cables ou te cordes 23), comme l'indique la figure numéro 1 ci-jointe. For this, it is firstly to fix two wooden logs (2) on the load (1) to be transported, using cables or ropes 23), as shown in figure number 1 below -joint.
Cette opération réalisée, il fautexéeuter une digue kn 6 Fig. 4) en terre, en pierre ou en tout autre matériau, suffisamment étanche pour recevoir te l'eau et la conserver. Once this operation has been completed, a dyke must be kn 6 Fig. 4) in earth, stone or any other material, sufficiently waterproof to receive and conserve water.
Ces deux opérations réalisées,
- fixation des rondins,
- exécution de la digue, il faut fixer sur la partie supérieure des ronains une embarcation (4) (radeau, barque, etc ...) comme l'indique La figure numero 2 ci-jointe.These two operations carried out,
- fixing logs,
- execution of the dyke, it is necessary to fix on the upper part of the ronains a boat (4) (raft, boat, etc ...) as indicated in Figure number 2 attached.
11 faut alors effectuer la mise en eau du canal et la pierre déjaugée du poids d'eau de sou volume, s'éleve très facilement et tous les calculs matnématiques de cette opération sont réalisables. It is then necessary to fill the canal with water and the stone removed from the weight of the water of its volume, is very easily raised and all the mathematical calculations of this operation can be carried out.
Le déplacement de la cnarge sera effectué alors par halage avec un minimum d'effort. The displacement of the cargo will then be done by hauling with a minimum of effort.
Levage d'un pilier (Fig. 3, n 1'): il se fera de la manière décrite sur ia figure numéro 3, suivant étapes a,B,C, a l'aide de sangles (3') accrochées à l'extrémité au dit pilier (1') et reliées a une emoarcation (4') ; l'autre extrémité du pilier étant aisposée en creux (5). Lifting a pillar (Fig. 3, n 1 '): it will be done as described in figure 3, following steps a, B, C, using straps (3') attached to the end to said pillar (1 ') and connected to a boat (4'); the other end of the pillar being disposed in a hollow (5).
Canal court : be t'canal court" sera constitué comme nous l'indiquons sur les figures numéro 4 et @ , soit en terre, soit el gabions ; il peut etre également en @ois fabriqué a la maniere de coffrages ; cela est également vrai pour ie levage des piliers. Short channel: be t'canal court "will be constituted as we indicate on the figures number 4 and @, either in ground, or el gabions; it can also be in @ois manufactured in the form of formwork; this is also true for lifting the pillars.
Le "canal court" s'adaptera à la nature du terrain et aucune difficulté rencontrée ne pourra alors arrêter l'avancement des éléments qui transiteront as ses sas. The "short channel" will adapt to the nature of the terrain and no difficulty encountered will be able to stop the advancement of the elements which will pass through its airlocks.
@i le "canal court" est constitué comme nous l'indiquons ci-dessus avec des éléments traditionnels, son @onctionhement se fera tel que nous le aéfinissons ci-après. @if the "short channel" is made up as we indicate above with traditional elements, its operation will be as we define it below.
Dans un premier temps un groupage d'éléments se fera par le procédé que nous venons de décrire, dans un sas suffisant en importance, en tirant d'eau, calculé en ionction des difficultés a rencontrer. Initially a grouping of elements will be done by the process that we have just described, in an airlock sufficient in importance, by drawing water, calculated according to the difficulties to be encountered.
Ce sas a i'intérieur auquel sera groupé l'ensemole de la construction permettra le stockage comple de l'édification à déplacer ; il sera obturé aux deux extrémités par des portes mobiles mais étanches. This airlock inside which will be grouped together the building construction will allow the complete storage of the building to be moved; it will be closed at both ends by movable but watertight doors.
tin deuxieme et un troisième sas constitués de îa meme manière vindront s'accoler en bout. a second and a third airlock constituted in the same way will come to join at the end.
Le troisième sas similaire aux deux prémmers terminera l'ensemble du "canal court" ; ce sas servira tour a tour, en fonction du déplacement, de réservoir ou de canal tel que l'indiquent les figures numéro 5 et 6
Déplacement de la construction
10/ Les éléments réunis dans le sas 1 tel que l'indique la figure numéro 7 transiteront dans le sas numéro 2, après mise en eau de ces deux sas, coupe fig. A.The third airlock similar to the two premmers will complete the entire "short channel"; this airlock will be used in turn, depending on the displacement, tank or channel as shown in figures number 5 and 6
Construction relocation
10 / The elements assembled in the airlock 1 as indicated in figure number 7 will pass through the airlock number 2, after the two airlocks have been filled with water, section fig. AT.
2 / Les sas I et 2 seront alors séparés par une cloison étanche ; le sas 1 sera vidé oe son eau qui ira dans le sas 3 ; démonté, ce sas viendra se remonter al oout du sas 3. 2 / The airlocks I and 2 will then be separated by a watertight partition; airlock 1 will be emptied of its water which will go into airlock 3; disassembled, this airlock will be reassembled al oout the airlock 3.
Le sas 1 démonté est remonté, et la manoeuvre poursuivra ainsi amtant de fois qu'il en sera nécessaire. The disassembled airlock 1 is reassembled, and the maneuver will continue as often as necessary.
Dans le cas où le canal court" rencontrerait un terrain marécageux, un ensemble de fascines(@)constitué oe longues tiges de saules tressées entrtelles, disposées a meme le sol comme un épais tapis, formera une surface d répartition que l'on rendra étanche par apport d'argile, figure numéro 8. In the case where the short canal "encounters marshy ground, a group of fascines (@) made up of long stems of interwoven willows, arranged on the ground like a thick carpet, will form a distribution surface which will be made waterproof by adding clay, figure number 8.
a figure numéro 9 représente le bloc s'élevant dans le canal. Figure 9 shows the block rising in the canal.
Un tel procédé de transport de lourdes charges pourra ëtre utilisé pour les enrochements des rivières ou des mers ; les roches destinées à ëtre placées sur les berges étant dans ce cas airectement transportées par le fleuve ou le milieu existant. Such a method of transporting heavy loads could be used for riprap in rivers or seas; the rocks intended to be placed on the banks being in this case directly transported by the river or the existing environment.
L'utilisation d'un canal à sas pour la mise en oeuvre de ce procédé étant réservée aux applica- tions terrestres. The use of an airlock channel for the implementation of this process being reserved for terrestrial applications.
A titre d'illustration un bloc de cinq tonnes a été transporté selon ce procédé à l'aide d'une embarcation rudimentaire du gabarit d'une simple barque. By way of illustration, a five-ton block was transported according to this process using a rudimentary boat of the size of a simple boat.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8216563A FR2533899A1 (en) | 1982-10-01 | 1982-10-01 | Lifting method using water and dyke for its implementation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8216563A FR2533899A1 (en) | 1982-10-01 | 1982-10-01 | Lifting method using water and dyke for its implementation |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2533899A1 true FR2533899A1 (en) | 1984-04-06 |
Family
ID=9277919
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8216563A Withdrawn FR2533899A1 (en) | 1982-10-01 | 1982-10-01 | Lifting method using water and dyke for its implementation |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2533899A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103661816A (en) * | 2013-08-16 | 2014-03-26 | 王广新 | Rock material soaking-floating dragging-transportation method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR965587A (en) * | 1950-09-15 | |||
US3036438A (en) * | 1958-04-04 | 1962-05-29 | Jersey Prod Res Co | Caisson with float releasably attached |
FR1413066A (en) * | 1963-11-29 | 1965-10-08 | Process for submerging large-scale constructions and placing them on the bottom of deep water and pontoon for the application of the process | |
FR2196958A1 (en) * | 1972-08-25 | 1974-03-22 | Provence Const Etalliqu | |
FR2303140A1 (en) * | 1975-03-06 | 1976-10-01 | Mitsubishi Heavy Ind Ltd | PROCESS FOR BUILDING A FACTORY ON THE GROUND |
-
1982
- 1982-10-01 FR FR8216563A patent/FR2533899A1/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR965587A (en) * | 1950-09-15 | |||
US3036438A (en) * | 1958-04-04 | 1962-05-29 | Jersey Prod Res Co | Caisson with float releasably attached |
FR1413066A (en) * | 1963-11-29 | 1965-10-08 | Process for submerging large-scale constructions and placing them on the bottom of deep water and pontoon for the application of the process | |
FR2196958A1 (en) * | 1972-08-25 | 1974-03-22 | Provence Const Etalliqu | |
FR2303140A1 (en) * | 1975-03-06 | 1976-10-01 | Mitsubishi Heavy Ind Ltd | PROCESS FOR BUILDING A FACTORY ON THE GROUND |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103661816A (en) * | 2013-08-16 | 2014-03-26 | 王广新 | Rock material soaking-floating dragging-transportation method |
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