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WO2018186771A1 - Module (ouvrage) souterrain et élément modulaire d'ouvrage souterrain - Google Patents

Module (ouvrage) souterrain et élément modulaire d'ouvrage souterrain Download PDF

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Publication number
WO2018186771A1
WO2018186771A1 PCT/RU2018/000203 RU2018000203W WO2018186771A1 WO 2018186771 A1 WO2018186771 A1 WO 2018186771A1 RU 2018000203 W RU2018000203 W RU 2018000203W WO 2018186771 A1 WO2018186771 A1 WO 2018186771A1
Authority
WO
WIPO (PCT)
Prior art keywords
modular element
segment
segments
module according
flanges
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.)
Ceased
Application number
PCT/RU2018/000203
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English (en)
Russian (ru)
Inventor
Юрий Вячеславович ОРЕЛЬСКИЙ
Вячеслав Викторович ПОРЫВАЕВ
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of WO2018186771A1 publication Critical patent/WO2018186771A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate

Definitions

  • the group of inventions relates to underground
  • Underground structures are known that are used in metro construction for mechanized tunneling of concrete half rings.
  • the combined lining of a special underground structure including the outer and inner contours of a round shape.
  • the outer contour is made of metal tubing with extreme and middle annular stiffeners.
  • the inner contour is made of metal blocks in the form of a sheet bent along the radius with
  • Anchoring elements of metal blocks made in the form of reinforcing bars are inserted into cells between the tubing ribs and equipped with metal
  • the tubing is connected to the metal by the side of the interface nodes (RU 2114377).
  • the known design is intended for erection in rock pounds with protection from seismic waves and significant hydrostatic pressure. This is associated with an increased requirement for its strength properties, which makes an underground structure with a lining, which includes concrete and a lot of metal fittings, which are unnecessarily heavy and require installation and transportation
  • an underground shallow underground structure erected in weak pounds. It has a team of sections in the form of tubing or blocks lining with connections between them or without them, assembled by an ejector in a circular shape, and equipped with reinforcing elements in the form of a pair of vertical walls (RU 1135856).
  • a vertically located underground storage is also known, the casing of which has a cylindrical shape and consists of at least two parts.
  • the lower part of the case is connected to a flat base, and the upper part is connected to the cover, in which the entrance hatch is formed.
  • a ladder is installed, and shelves are located along the walls (FR 2634811).
  • the body of the known storage is made of several interconnected dimensional walls.
  • the store is not intended for people to stay in it, at least for a day, therefore it does not solve the issue of forming a microclimate that provides
  • the objective of the invention is to create an economical and not requiring for the construction of a special
  • This task is ensured by a technical result aimed at ensuring quick assembly of an underground structure from modular elements, as well as ensuring the compactness of the structure in disassembled (transport) form without reducing its strength properties in assembled form.
  • the underground module contains a cylindrical
  • Body the module is made of interconnected "groove - crest" type joints of multilayer sections, each of which consists of the outer and inner shells, between which a layer of insulation is placed.
  • Each section of the module is molded from polymeric material and has a rectangular shape in plan.
  • the inner shell of each section of the module is box-shaped.
  • each shell is 5 - 7 mm.
  • the insulation layer is made of polystyrene foam, with a thickness of 50 - 55 mm.
  • Sections in adjacent rows are offset halfway from each other, and the grooves are provided with seals.
  • At least one ladder is installed in the module housing under the doorway, on both sides of which shelves-beds are located on several levels, each of which has the shape of a circle segment.
  • the modular element of the underground structure consists of a cylindrical body made of interconnected, mainly four segments, at the edges
  • Indicated segments additionally interconnected by a docking unit of the "groove - crest" type, formed on the outer sides of the flanges in the place of their connection with the bases of the segments.
  • Each segment has a rectangular shape.
  • stiffeners are formed, located in several rows with
  • openings for fasteners are formed from each other.
  • the segments of the modular element are made
  • Figure 1 schematically shows an underground module (side view); figure 2 is a view along arrow a in figure 1; in Fig.3 is a view along arrow B in Fig.1; figure 4 - section bb in figure 2; figure 5 - section CC in figure 1; figure 6 is a section of the housing (top view); Fig.7 is a section D - D in Fig.6; on Fig - schematically shown connection of sections (in a section); figure 9 is a schematically shows an underground module (side view); figure 2 is a view along arrow a in figure 1; in Fig.3 is a view along arrow B in Fig.1; figure 4 - section bb in figure 2; figure 5 - section CC in figure 1; figure 6 is a section of the housing (top view); Fig.7 is a section D - D in Fig.6; on Fig - schematically shown connection of sections (in a section); figure 9 is a schematic
  • figure 10 is a disassembled modular element
  • figure 11 is a modular element in assembled form
  • the underground module 1 shown in FIG. 1 includes a vertically arranged cylindrical housing 2, a base 3 and a cover 4, in which an inlet
  • the cover is also equipped with at least one ventilation device 6.
  • a drainage hole 18 is formed (Figs. 1, 4).
  • the module has overall dimensions of 4000 x 2800 mm, with an inner diameter of 2600 mm.
  • sections 9 of which the module housing consists of are made arcuate in accordance with the profile of the housing and have a rectangular shape in plan.
  • the large sides of the sections are located along the axis of the module case, since in this case each individual section can be given less curvature (a larger radius of the circle) than when positioning these sections in the transverse
  • Sections 9 are unified and allow, if necessary, to perform a hidden underground assembly of the module.
  • Each specified section can be made in the form of a single part by molding (molding) of a polymeric material.
  • An embodiment of each section of two parts is also possible, subsequently fastened together by a welding machine or a locking device.
  • the section includes an outer shell 10, an inner shell 11 having a box-like shape, and a spacer of a heater 12 located between them, hermetically isolated from the environment (FIGS. 6-7).
  • the liquid foam forming the insulation is injected into the section cavity intended for it.
  • the insulation layer can be made of polystyrene foam, with a thickness of 50 - 55 mm.
  • the bends 13 are intended for fastening the finishing panels inside the module housing and the technological equipment of the module interior.
  • each section On the sides of each section a “groove-comb” type connection is formed for connecting sections 9 to each other with the formation of module housing 2. So in FIG. 6
  • 16.1 and 16.2 indicate ridges, and 17.1 and 17.2 indicate grooves formed on the adjacent lateral sides of each section 9.
  • grooves 19 are laid (Fig. 8).
  • Each named segment in accordance with the profile of the housing of the modular element, has an arcuate curved base 22 and a rectangular plan shape.
  • On the edges of the base 22 of each segment are located outwardly directed flanges 23.1 and 23.2 with process holes 24 for fasteners, for example, bolts 31 (Fig. 11).
  • Flanges 23.1 located on the short sides of segment 21, are designed to connect with the flanges of adjacent segments forming a modular element 21.
  • Flanges 23.2 located on the long sides of segment 21, are designed to connect with flanges of segments
  • these flanges provide the segments with additional rigidity and, thereby, contribute to the strengthening of the modular element as a whole.
  • the device has a docking unit 25 in the form of a double
  • connection "groove-crest” (Fig). This assembly is formed by a ridge 26 and a groove 28 and their corresponding groove 29 and a ridge 27, successively located outside the other segment, sequentially located outside the flange of one segment.
  • the assembly 25 is formed at the junction of the flange 23.1 with the base 22 of two adjacent segments.
  • Segments 21 of the modular element 20 have a thickness of 7 to 10 mm and are made by molding (molding) of
  • polymeric material such as, for example, fiberglass or food grade polyethylene.
  • ridges 26 and 27 are first introduced into grooves 29 and 28, respectively, of each pair of adjacent
  • the modular element, disassembled as separate segments 21, is more compact, which facilitates its
  • the proposed structure and modular element can be assembled for a short time

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

Le groupe d'inventions concerne la conception d'un ouvrage et un élément modulaire destiné à cet ouvrage peu profond destiné à un séjour peu prolongé de personnes sous la terre. Un module (ouvrage) souterrain comprend un corps cylindrique monté vertical dont la partie inférieure est reliée à une base (3) et la partie supérieure est reliée à un couvercle (4) qui possède une embrasure de porte, le corps étant réalisé à partir de plusieurs sections à couches multiples réalisées selon le schéma « rainure et languette » dont chacune est constituée par des enveloppes extérieure et intérieure entre lesquelles on a disposé une couche d'isolation thermique (12). L'élément modulaire comprend un corps cylindrique constitué de deux quatre segments reliés entre eux (21) qui forment au bord de leurs bases (22) des semelles (23.1) et (23.2). Les semelles comportent des orifices techniques (24) destinés aux éléments de fixation. Du côté interne de chaque segment on a formé plusieurs rangées de nervures de rigidité (30). On a formé entre les segments (21) une unité de connexion de type « rainure et languette » double qui , outre la facilité d'assemblage, assure une amélioration rapide des propriétés hydro-isolantes de l'élément modulaire à l'état assemblé. Le résultat technique de l'invention consiste à assurer la compacité de l'ouvrage et de l'élément modulaire à l'état désassemblé (de transport) sans affecter négativement leurs propriétés solides à l'état assemblé.
PCT/RU2018/000203 2017-04-03 2018-03-29 Module (ouvrage) souterrain et élément modulaire d'ouvrage souterrain Ceased WO2018186771A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
RU2017111059 2017-04-03
RU2017111059 2017-04-03
RU2017133471 2017-09-26
RU2017133471 2017-09-26

Publications (1)

Publication Number Publication Date
WO2018186771A1 true WO2018186771A1 (fr) 2018-10-11

Family

ID=63712533

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2018/000203 Ceased WO2018186771A1 (fr) 2017-04-03 2018-03-29 Module (ouvrage) souterrain et élément modulaire d'ouvrage souterrain

Country Status (1)

Country Link
WO (1) WO2018186771A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2540141A (en) * 1946-03-06 1951-02-06 Armco Steel Corp Longitudinal seam for corrugated metal pipe for light duty tunnel liners
JPH08284593A (ja) * 1995-04-14 1996-10-29 Junichi Tsuzuki コンクリートセグメントの継手構造
RU84421U1 (ru) * 2009-04-02 2009-07-10 Эрнест Файншмидт Сборно-разборное утепленное сооружение
RU2595255C2 (ru) * 2014-10-27 2016-08-27 Закрытое акционерное общество "Институт "Оргэнергострой" Инженерное сооружение для объектов подземной энергетики и подземных вертикальных участков транспортных систем
RU2625411C2 (ru) * 2012-10-04 2017-07-13 Сонан Госей-Дзуси Сейсакусо К.К. Сегмент для восстановительной трубы и способ восстановления труб

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2540141A (en) * 1946-03-06 1951-02-06 Armco Steel Corp Longitudinal seam for corrugated metal pipe for light duty tunnel liners
JPH08284593A (ja) * 1995-04-14 1996-10-29 Junichi Tsuzuki コンクリートセグメントの継手構造
RU84421U1 (ru) * 2009-04-02 2009-07-10 Эрнест Файншмидт Сборно-разборное утепленное сооружение
RU2625411C2 (ru) * 2012-10-04 2017-07-13 Сонан Госей-Дзуси Сейсакусо К.К. Сегмент для восстановительной трубы и способ восстановления труб
RU2595255C2 (ru) * 2014-10-27 2016-08-27 Закрытое акционерное общество "Институт "Оргэнергострой" Инженерное сооружение для объектов подземной энергетики и подземных вертикальных участков транспортных систем

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