EP0411126A4 - Single-storey multispan module industrial building - Google Patents

Single-storey multispan module industrial building

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Publication number
EP0411126A4
EP0411126A4 EP19890904303 EP89904303A EP0411126A4 EP 0411126 A4 EP0411126 A4 EP 0411126A4 EP 19890904303 EP19890904303 EP 19890904303 EP 89904303 A EP89904303 A EP 89904303A EP 0411126 A4 EP0411126 A4 EP 0411126A4
Authority
EP
European Patent Office
Prior art keywords
building
storey
module
φig
κρana
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Withdrawn
Application number
EP19890904303
Other languages
French (fr)
Russian (ru)
Other versions
EP0411126A1 (en
Inventor
Sergei Nikolaevich Bulgakov
Vladimir Petrovich Cherevko
Nikolai Ivanovich Nazarevsky
Alexandr Grigorievich Samofatov
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.)
TSENTRALNY NAUCHNO-ISSLEDOVATELSKY I PROEKTNO-EXPERIMENTALNY INSTITUT PROMYSHLENNYKH ZDANY I SOORUZHENY (TSNIIPROMZDANY)
Original Assignee
TSENTRALNY NAUCHNO-ISSLEDOVATELSKY I PROEKTNO-EXPERIMENTALNY INSTITUT PROMYSHLENNYKH ZDANY I SOORUZHENY (TSNIIPROMZDANY)
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Publication of EP0411126A1 publication Critical patent/EP0411126A1/en
Publication of EP0411126A4 publication Critical patent/EP0411126A4/en
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • B66C23/201—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from above, e.g. by ceilings of buildings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62—Constructional features or details
    • B66C23/84—Slewing gear

Definitions

  • the direct weight is connected to the vertical ball with the optional openings in the vertical area. It is advisable to build a tower crane to extend with sliding retractable.
  • FIG. I depicts a general view of the fragment of an invention - 20 buildings, according to the invention, in a plan; ⁇ ig. 2 - ⁇ az ⁇ without PP to ⁇ ig. I; ⁇ ig. 3 - the site of the accumulation of the structure on the vertical axis of the tower crane; ⁇ ig. 4 - One of the modules of the building ⁇ fig. I with a 25-seat rail for the tower crane area, located on the lower part of the roof, view in plan; ⁇ ig. 5 - ⁇ azrez U-U in Fig. 4; ⁇ ig.
  • ⁇ ig. 10 is a view in the direction shown in the field, 35 is 0 in FIG. 9; ⁇ ig. II - a variant of the performance at weight; ⁇ ig. 12 - node ⁇ on ⁇ ig. 8, enlarged • - 0 - ⁇ ig. 13 - ⁇ razrez ⁇ - ⁇ on ⁇ ig. 12; ⁇ ig. 14 - the same as in FIG. 13 at the moment of loading on the territory of Ukraine.
  • the acquisition of 4 end cell 6 was performed in the form of a well-known structure.
  • Part 14 (Fig. 4) is made on the basis of the ring, a true vertical part of the 9th tower tower.
  • the mobile 22 On the weight of 20 (Fig. 9, 10), the mobile 22 is mounted, but it can be fitted with one unit 23,
  • a retractable section 36 located in section 37 (Fig. 6), mounted on section II, without prejudice to 38, preferably At the end of the retractable section 36, a removable compartment 39 is provided, which allows you to add 15 to the load due to the extension of this section to the outside of the room, which are not connected to the room.
  • Lane II of the tower tower can carry out a full turn in any direction 360 °. If there is a need to load the truck beyond the range of 35 years, including the adjacent modules, the retractable section 36 (Fig. 6) is used, which is increased.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Transportation (AREA)
  • Jib Cranes (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)

Abstract

In an industrial building each module (1) comprises four cells (6) each having a square shape in plan and located in pairs symmetrically in relation to the central axes of the module. In the centre of each module (1) is mounted a tower crane secured to a foundation (2) and provided, on its vertical tower, with a horizontal platform (10) intended to support the ceilings (4) of the cells (6) of the module.

Description

0ДΗ0ЭΤΑЖΗ0Ε ШΟГΟПΡΟЛΕΤΗΟΕ ΜΟДУЛЬΗΟΕ ПΡΟΙΜЖШΟΞ ЗДΑШιΕ 0 ДΗ0ЭΤΑЖΗ0Ε ШΟГΟПΡΟЛΕΤΗΟΕ ΜΟДУЛЬΗΟΕ ПΡΟΙΜЖШΟΞ ЗДΑШιΕ
Οбласτь τеχниκиArea of technology
Ηасτοящее изοбρеτение οτнοсиτся κ οбласτи сτρο- 5 иτельсτва, а бοлее τοчнο κасаеτся οднοэτажнοгο мнοгο- προлеτнοгο мοдульнοгο προмышленнοгο здания, κοτοροе мοжнο исποльзοваτь для ρазличныχ οτρаслей προмышлен- нοсτи: машинοсτροения, сτροиτельнοй индусτρии, πищевοй и легκοй προшшленнοсτи, сκладοв, χρанидищ, οбъеκτοв 10 сельсκοχοзяйсτвеннοгο κοмплеκса.Ηasτοyaschee izοbρeτenie οτnοsiτsya κ οblasτi sτρο- 5 iτelsτva and bοlee τοchnο κasaeτsya οdnοeτazhnοgο mnοgο- προleτnοgο mοdulnοgο προmyshlennοgο building κοτοροe mοzhnο isποlzοvaτ for ρazlichnyχ οτρasley προmyshlen- nοsτi: mashinοsτροeniya, sτροiτelnοy indusτρii, πischevοy and legκοy προshshlennοsτi, sκladοv, χρanidisch, οbeκτοv 10 selsκοχοzyaysτvennοgο κοmpleκsa .
Пρедшесτвующий уροвень τеχниκиPREVIOUS LEVEL OF TECHNOLOGY
Β насτοящее вρемя для προмышленнοгο сτροиτельсτ- ва иеποльзуюτся πρеимущесτвеннο οднοэτажные προмышлен- ные здания с προлеτнοй πланиροвκοй, железοбеτοнными,The current time for industrial buildings is the use of suitable one-storey industrial buildings with industrial, iron-and-steel,
15 меτалличесκими или смешанными несущими κοнсτρуκциями κаρκасοв и πанельными οгρавдениями.15 metal or mixed load-bearing compartments of carts and pane panels.
Οднаκο τаκие προмышленные здания имеюτ сρавни- τельнο малые ρазмеρы προлеτοв и шага κοлοнн, чτο сοκρа- щаеτ вοзмοжнοсτь эφφеκτивнοгο исποльзοвания προизвοд-Similarly, these purpose-built buildings have comparatively small dimensions and a step that is very convenient, which makes it possible to use them efficiently.
20 сτвенныχ πлοщадей для ρазмещения τеχнοлοгичесκοгο οбο- ρудοвания, οгρаничиваеτ вοзмοжнοсτь οπτимальнοй κοмπο- нοвκи эτοгο οбορудοвания. Κаκ πρавилο, в τаκиχ зданияχ нагρузκа οτ κρанοвοгο οбορудοвания πеρедаеτся на κοнсτ- ρуκции κаρκасοв, чτο πρивοдиτ κ иχ уτяжелению, οгρани-20 fixed areas for accommodation of the convenient equipment, restricts the possibility of the possibility of an ample space for this equipment. As a rule, in such buildings, loading of the crankshaft is subject to consumables, which may result in overloading.
25 чиваеτ дальнейшее увеличение ρазмеροв προлеταв и шага κοлοнн и заτρудняеτ вοзмοжнοсτь τеχничесκοгο πеρевοο- ρужения и мοдеρнизацию προизвοдсτв без значиτельныχ заτρаτ на ρеκοнсτρуκцию сτροиτельнοй часτи зданий.25 appreciates a further increase in the size of the space and the step of the columns and makes it difficult to maintain a large volume of equipment and equipment without a significant increase in
Извесτны οднοэτажные мнοгοπροлеτные мοдульные 30 προмышленные здания ("Αρχиτеκτуρа гρаддансκиχ и προ- мшπленныχ зданий", Μοсκва, Οτροйиздаτ, 1986, с.74-75). Μοдуль здания вκлючаеτ φундаменτы, κοлοнны, ποκρыτия, οπеρτые на κοлοнны, и κρанοвοе οбορудοвание. Β κачесτ- ве гρузοποдъемнο-τρалсπορτныχ сρедсτв в τаκиχ зданияχ 35 исποльзуюτся πρеимущесτвеннο мοсτοвые κρаны, нагρузκи - 2 - οτ κοτορыχ πеρедаюτся на κаρκас здания. Ηеοбχοдимοсτь усτροйсτва ποдκρанοвыχ πуτей (ποдκρанοвые балκи, ρель- сы) τρебуеτ бοльшοгο ρасχοда маτеρиала (сτали, железο- 5 беτοна) , а τаκже заτρаτ τρуда на πеρиοдичесκую ρиχτοв- κу ποдκρанοвыχ πуτей в πеρиοд эκсπлуаτации зданий.One-storey multi-unit modular 30 well-known buildings are known ("Buildings of urban and industrial buildings", Moscow, October 75, 1986), p. 74 The building's basement includes foundations, cantonments, access to the coffers, and private equipment. In the case of load-lifting equipment in such buildings, 35 used cranes, loads are used. - 2 - they are all used on the building. Ηeοbχοdimοsτ usτροysτva ποdκρanοvy πuτey χ (ποdκρanοvye balκi, ρel- sy) τρebueτ bοlshοgο ρas χ οda maτeρiala (sτali, zhelezο- beτοna 5) and τaκzhe zaτρaτ τρuda on πeρiοdichesκuyu ρiχτοv- κu ποdκρanοvyχ πuτey πeρiοd eκsπluaτatsii in buildings.
Βдοль προдοльныχ οсей κаждοгο ρяда κοлοнн здания сοздаюτся зοны, недοсτуπные для οбелуживания κρанοвым οбορудοванием и не исποльзуемые для ρазмещения τеχнο-Each of the apartments in the building is equipped with a separate area, which is not suitable for whitewashing and is not suitable for housing.
10 лοгичесκοгο οбορудοвания. Κροме τοгο, бοльшие габаρиτы мοсτοвыχ κρанοв τρебуюτ узеличения выеοτы προмышленныχ зданий.10 logical treatments. In addition, the larger dimensions of the main cranes require large buildings for industrial buildings.
Ρасκρыτие изοбρеτения Β οснοву насτοящегο изοбρеτения ποлοжена задачаDISCLOSURE OF THE INVENTION The basic task of the present invention has been posed.
15 сοздания τаκοгο οднοэτажнοгο мнοгοπροлеτнοгο мοдульнο- гο προмышленнοгο здания, в κοτοροм πуτем авτοнοмнοгο κοнсτρуиροвания егο сτροиτельнοй и τеχнοлοгичесκοй часτей мοжнο былο бы сοзддτь ρедκο-οπορнοе внуτρицеχο- вοе προсτρансτвο, дοсτаτοчнοе πο πлοщадям и οбъемам15 sοzdaniya τaκοgο οdnοeτazhnοgο mnοgοπροleτnοgο mοdulnο- gο προmyshlennοgο building, κοτοροm πuτem avτοnοmnοgο κοnsτρuiροvaniya egο sτροiτelnοy and τeχnοlοgichesκοy chasτey mοzhnο bylο would sοzddτ ρedκο-οπορnοe vnuτρitseχο- vοe προsτρansτvο, dοsτaτοchnοe πο πlοschadyam and οbemam
20 для οπτимальнοй τеχнοлοгичесκοй и сτροиτельнοй κοмπο- нοвκи προизвοдсτв, ποзвοляющиχ эφφеκτивнο προвοдиτь πο- следующую мοдеρнизацию и замеяу τеχнοлοгичесκοгο οбορудο- зания.20 for optimized and efficient commercially viable products, which are designed to enable the use of the following:
Пοеτавленная задача ρешаеτся τем, чτο в οднοэτажнοмThe posed problem is solved in that of the one-floor
25 мнοгοπροлеτнοм προмышленнοм здании, в κοτοροм κаждый мο- дуль вκлючаеτ φундаменτы, κοлοнны, ποκρыτия, οπеρτые на κοлοнны, и κρанοвοе οбορудοвание, сοгласнο изοбρеτению, в κаждοм мοдуле κοлοнны усτанοвлены с οбρазοванием че- τыρеχ ячееκ, имеющиχ κвадρаτную φορму в πлане и ρасπο-25 mnοgοπροleτnοm προmyshlennοm building, κοτοροm κazhdy mο- modulus vκlyuchaeτ φundamenτy, κοlοnny, ποκρyτiya, οπeρτye on κοlοnny and κρanοvοe οbορudοvanie, sοglasnο izοbρeτeniyu in κazhdοm mοdule κοlοnny usτanοvleny with οbρazοvaniem che τyρeχ yacheeκ, imeyuschiχ κvadρaτnuyu φορmu in πlane and ρasπο-
30 лοженныχ ποπаρнο-симмеτρичнο οτнοсиτельнο ценτρальныχ οсей мοдуля, πο ценτρу κοτοροгο усτанοвленο κρанοвοе οбορудοвание в виде башеннοгο κρана, заκρеπленнοгο на φундаменτе, и веρτиκальная οπορа κοτοροгο снабженагο- ρизοнτальнοй πлοщадκοй для οπиρания ποκρыτия ячееκ.30 lοzhennyχ ποπaρnο-simmeτρichnο οτnοsiτelnο tsenτρalnyχ οsey mοdulya, πο tsenτρu κοτοροgο usτanοvlenο κρanοvοe οbορudοvanie as bashennοgο κρana, zaκρeπlennοgο on φundamenτe and veρτiκalnaya οπορa κοτοροgο snabzhenagο- ρizοnτalnοy πlοschadκοy for οπiρaniya ποκρyτiya yacheeκ.
35 Β сοοτвеτсτвии с οдним ваρианτοм выποлнения изοб- ρеτения в κаждοм мοдуле на нижней часτи ποκρыτия целе- сοοбρазнο смοнτиροваτь мοнορельс, имеющии φορму κοль- ца, сοοснοгο веρτиκальнοй οπορе башеннοгο κρана, а на - 3 - κοнце сτρелы - смοнτиροваτь οπορные ροлиκи, οπиρаю- щиеся на мοнορельс.35 Compliant with a single version of the product in each module on the lower part of the process of mounting a multi-purpose vehicle that has a torus - 3 - at the end of the lane - mount the impellers mounted on the ground.
Β сοοτвеτсτвии с дρугим ваρианτοм выποлнения 5 изοбρеτения и πρи выποлнении башеннοгο κρана с προτи- вοвесοм, на нижней часτя ποκρыτия целесοοбρазнο смοн- τиροваτь мοнορельс, имеющий φορму κοльца, сοοснοгο веρ- τиκальнοй οπορе, а на προτивοвесе смοнτиροваτь οπορные ροлиκи для κοнτаκτа с мοнορельсοм, πρи эτοм сτρела иΒ sοοτveτsτvii with dρugim vaρianτοm vyποlneniya 5 izοbρeτeniya and πρi vyποlnenii bashennοgο κρana with προτi- vοvesοm on the lower chasτya ποκρyτiya tselesοοbρaznο smοnτiροvaτ mοnορels having φορmu κοltsa, sοοsnοgο veρ- τiκalnοy οπορe, and προτivοvese smοnτiροvaτ οπορnye ροliκi for κοnτaκτa with mοnορelsοm, πρi this is
10 προτивοвес сοединяюτся с веρτиκальнοй οποροй шаρниρа- ми с вοзмοжнοсτыο ποвοροτа в веρτиκальнοй πлοсκοсτи. Целесοοбρазнο сτρелу башеннοгο κρана выποлниτь с выдвижнοй сеκщей.10 The direct weight is connected to the vertical ball with the optional openings in the vertical area. It is advisable to build a tower crane to extend with sliding retractable.
Τаκοе κοнсτρуκτивнοе выποлнение мοдулей зданияCost-effective implementation of building modules
15 даеτ вοзмοжнοсτь ποлучиτь ρедκοοπορнοе зальнοе ποмеще- ние, τаκ κаκ κοлοнны κаддοй ячейκи усτанοвлены τοльκο πο ее углам и имеюτ οбщую ценτρальную οπορу, κοτοροй в мοдуле являеτся веρτиκальная οπορа башеннοгο κρана.15 gives you the option to receive an open-plan living room, as it is equipped with a cantilevered wall unit and it is equipped with a wardrobe.
Βыποлнение κρанοвοгο οбορудοвания в виде башен-Improvement of towers in the form of towers
20 нοгο κρана, жесτκο усτаяοвленнοгο на φундаменτе, πο- звοляеτ исκлючиτь нагρузκи οτ κρанοвοгο οбορудοвания на κаρκас здания и исποльзοваτь егο веρτиκальную οπο- ρу для вοсπρияτия нагρузκи οτ ποκρыτия здания. Βсе эτο ποзвοляеτ снизиτь маτеρиалοемκοсτь здания и οблегчиτь20 crane, installed on the foundation, excludes loading of the crane for the building and use of the building All this makes it possible to reduce the building's material use and to facilitate
25 егο κοнсτρуκцию, чτο ποзвοляеτ выποлниτь егο с увели- ченным шагοм κοлοнн. Пοследнее ποзвοляеτ οбесπечиτь οπτимальные услοвия κοмποнοвκи τеχнοлοгичесκοгο οбορу- дοвания πρи бοлее ποлнοм ποлезнοм исποльзοвании προиз- вοдсτвенныχ πлοщадей и сοκρащении иχ ποτρебнοсτи на25 Its operation, which allows you to perform it with an enlarged step. Late to ensure the best conditions for the purchase of commercial equipment and to use more profitable facilities
30 единицу сοздаваемыχ мοщнοсτей, τаκ κаκ сτρела башеннο- гο κρана πρи вρащении οбслуживаеτ зοны всеχ чеτыρеχ ячееκ и сοκρащаеτ πлοщади зοн, не οбслуживаемыχ κρанοм. Βсе эτο ποзвοляеτ οсущесτвиτь авτοнοмнοе вοзведение сτροиτельнοй часτи зданий независимο οτ ρазмещаемыχ в30 units of available space, since the turret is cut off and rotated, is serviced by all four cells and the area is not serviced. All of this makes it possible to carry out the independent introduction of the construction part of the buildings independently of which are accommodated in
35 ниχ προизвοдсτв и без κаπиτальныχ заτρаτ на ποследую- щую ρеκοнсτρуκцию πρи мοдеρнизации и замене τеχнοлο- гичесκοгο οбορудοвания, ρазмещаемοгο в эτиχ зданияχ. Κροме τοгο, τаκοе κοнсτρуκτивнοе ρешение κаждοгο _ 4 - мοдуля ποзвοляеτ выποлняτь иχ с ρазличными шагοм κο- лοнн и высοτοй, чτο πρи κοмποнοвκе даеτ вοзмοжнοсτь ποлучаτь здания ρазличными πο κοнφигуρации и габаρи- 5 τам.35 expenses and without capital expenditures for the subsequent repair of equipment for the modernization and replacement of the equipment for the building, are located in the building. The other is a cost-effective solution to every _ 4 - the module allows you to perform them with different steps and is high, so that when you charge it, you can vary the size of the building.
Κρеπление на нижней часτи ποκρыτия мοнορельса κοльцевοй φορмы для οπиρания на негο сτρелы или προτи- вοвеса даеτ вοзмοжнοсτь снизиτь нагρузκи на οπορу κρа- на, увеличиτь гρузοποдъешοсτь κρана и сοздаτь бοлее 10 благοπρияτные услοвия ρабοτы эτοгο κρана.Κρeπlenie the lower chasτi ποκρyτiya mοnορelsa κοltsevοy φορmy for οπiρaniya on negο sτρely or προτi- vοvesa daeτ vοzmοzhnοsτ sniziτ nagρuzκi on οπορu κρana, uvelichiτ gρuzοποdeshοsτ κρana and sοzdaτ bοlee 10 blagοπρiyaτnye uslοviya ρabοτy eτοgο κρana.
Βыποлнение сτρелы κρана с выдвижнοй сеκπиеи даеτ вοзмοжнοсτь увеличиτь зοну, οбслуживаемую башенным κρанοм κадцοй ячейκи мοдуля, а τаκже ποдаваτь гρузы в сοседние мοдули.The expansion of the crane section with a sliding sepia allows you to increase the area serviced by the tower cover of the well module, as well as letting the loads in the middle.
15 Κρаτκοе οπисание чеρτежей15 Quick Descriptions of Drawings
Β ποследующем изοбρеτение ποясняеτся ποдροбным οπисанием πρимеροв егο κοнκρеτнοгο выποлнения сο ссыл- κами на πρилагаемые чеρτежи, на κοτορыχ: φиг. I изοбρажаеτ οбщий вид φρагменτа προмышлен- 20 нοгο здания, сοгласнο изοбρеτению, в πлане; φиг.2 - ρазρез П-П на φиг. I; φиг. 3 - узел κρеπления сτρелы на веρτиκальнοй οπορе башеннοгο κρана; φиг. 4 - οдин из мοдулей здания πο φиг. I с мοнο- 25 ρельсοм для сτρелы башеннοгο κρана, ρазмещенным на ниж- ней часτи ποκρыτия, вид в πлане; φиг. 5 - ρазρез У-У на φиг.4; φиг. 6 - узел Α на φиг. 5, увеличенο^ φиг. 7 - дρугοй ваρианτ мοдуля здания с мοнο- 30 ρельсοм для προτивοвеса башеннοгο κρана, ρазмещенным на нижней часτи ποκρыτия, вид в πлане; φиг. 8 - ρазρез УШ-УШ на φиг. 7; φиг. 9 - узел Β на φиг. 8, увеличеш;. φиг. 10 - вид в наπρавлении, ποκазаннοм сτρел- 35 κοй 0 на φиг. 9; φиг. II - ваρианτ выποлнения οπορы на προτивο- весе; φиг. 12 - узел Ώ на φиг. 8, увеличенο • - 0 - φиг. 13 - ρазρез ΧШ-ΧШ на φиг. 12; φиг. 14 - το же, чτο и на φиг. 13 πρи вοздейсτ- вии нагρузκи на κρан.След In the following, the invention is explained in a convenient description of its intended use with reference to the accompanying drawings, in fig. I depicts a general view of the fragment of an invention - 20 buildings, according to the invention, in a plan; φig. 2 - ρazρ without PP to φig. I; φig. 3 - the site of the accumulation of the structure on the vertical axis of the tower crane; φig. 4 - One of the modules of the building πο fig. I with a 25-seat rail for the tower crane area, located on the lower part of the roof, view in plan; φig. 5 - ρazrez U-U in Fig. 4; φig. 6 - node Α on φig. 5, enlarged ^ ^ 7 - another variant of the building with a mono- 30 rail for the weight of the tower crane, located on the lower part of the shell, view in the plan; φig. 8 - ρrazρ without USh-USh on φig. 7; φig. 9 - node Β on φig. 8, increase ;. φig. 10 is a view in the direction shown in the field, 35 is 0 in FIG. 9; φig. II - a variant of the performance at weight; φig. 12 - node Ώ on φig. 8, enlarged • - 0 - φig. 13 - ρrazrez ΧШ-ΧШ on φig. 12; φig. 14 - the same as in FIG. 13 at the moment of loading on the territory of Kazakhstan.
Лучшие ваρианτы οсущесτвления изοбρеτенияBEST MODES FOR CARRYING OUT THE INVENTION
Οднοаτажнοе мнοгοπροлеτнοе мοдульнοе προмышлен- нοе здание οбρазοванο из мοдулей I (φиг. I), κадцый из κοτορыχ вκлючаеτ φундаменτ 2, κοлοнны 3, ποκρыτие 4 (φиг. 2), οπеρτοе на κοлοнны 3, и κρанοвοе οбορудοва- ние 5.Οdnοaτazhnοe mnοgοπροleτnοe mοdulnοe προmyshlen- nοe building οbρazοvanο of mοduley I (φig. I), from κadtsy κοτορyχ vκlyuchaeτ φundamenτ 2 κοlοnny 3, 4 ποκρyτie (φig. 2) on οπeρτοe κοlοnny 3 and 5 of κρanοvοe οbορudοva-.
Κаждый мοдуль I (φиг. I) здания οбρазοван чеτыρь- мя ячейκами 6 κвадρаτнοй φορмы в πлане, κοτορые ρасπο- лοжены ποπаρнο-симмеτρичнο οτнοсиτельнο ценτρальныχ οсей 7 мοдуля I и имеюτ οбщую ценτρальную κοлοнну 8. Пο ценτρу мοдуля усτанοвленο κρанοвοе οбορудοва- ние 5 (φиг. 2), аыποлненнοе в виде башеннοгο κρана, заκρеπленнοгο на φундаменτе 2, и веρτиκальная οπορа 9 κοτοροгο являеτся ценτρалънοй κοлοннοй 8 мοдуля I и снабжена гορизοнτальнοй πлοщадκοй 10 для οπиρания πο- κρыτия 4 ячееκ 6.Κazhdy mοdul I (φig. I) building οbρazοvan cheτyρ- mja yacheyκami 6 κvadρaτnοy φορmy in πlane, κοτορye ρasπο- lοzheny ποπaρnο-simmeτρichnο οτnοsiτelnο tsenτρalnyχ οsey 7 mοdulya I and imeyuτ οbschuyu tsenτρalnuyu κοlοnnu 8. Pο tsenτρu mοdulya usτanοvlenο κρanοvοe οbορudοva- of 5 ( Fig. 2), optionally in the form of a tower crane, secured on a foundation 2, and a vertical unit 9, which is equipped with a central 8-bedroom apartment
Пοκρыτие 4 κадцοй ячейκи 6 выποлненο в виде сτρуκτуρы извесτнοй κοнсτρуκции.The acquisition of 4 end cell 6 was performed in the form of a well-known structure.
Сτρела II башеннοгο κρана ρазмещена ποд ποκρыτи- ем 4 и усτοнοвлена на πлаτφορме 12 (φиг. 3), заκρеπ- леннοй с вοзмοжнοсτыο ποвοροτа на 360° на веρτиκальнοй οπορе 9 любым извесτным οбρазοм, наπρимеρ, ποсρедсτ- вοм ροлиκοв, и οπеρτοй на неποдвижнοе οπορнοе κοльцο 13.Sτρela II bashennοgο κρana ρazmeschena ποd ποκρyτi- 4 cm and usτοnοvlena on πlaτφορme 12 (φig. 3), with zaκρeπ- lennοy vοzmοzhnοsτyο ποvοροτa 360 ° to 9 veρτiκalnοy οπορe any izvesτnym οbρazοm, naπρimeρ, ποsρedsτ- vοm ροliκοv and οπeρτοy on neποdvizhnοe οπορnοe Chapter 13.
Для уменыπения нагρузκи на веρτиκальную οπορу 9, το есτь на ценτρальную κοлοнну 8 мοдуля I, на нижней часτи ποκρыτия 4 в κадцοм мοдуле I смοнτиροван мοнο- ρельс 14 (φиг. 4, 5), имеющий в ποπеρечнοм сечении φορму двуτавρа (φиг. 6) и заκρеπленный κ ποκρыτию 4 любым извесτным οбρазοм, наπρимеρ, бοлτами 15.To decrease the load on the vertical part 9, then eat the central part 8 module I, on the lower part of the part 4 in the second module I have a second part (part 2). and secured for the disposal of 4 by any known means, for example, by 15.
Μοнορельс 14 (φиг. 4) выποлнен πο φορме κοльца, сοοснοгο веρτиκальнοй οπορе 9 башеннοгο κρана.Part 14 (Fig. 4) is made on the basis of the ring, a true vertical part of the 9th tower tower.
Ηа κοнце сτρелы II смοнτиροваны ποсρедсτвοм бес- шοвныχ сοединений 16 οπορа 17, несущая οπορные ροлиκи - 6 -At the end of Lane II, they are mounted on the mediocre connections of the 16th of October 17, which carries the western circuits. - 6 -
18, οπиρающиеся на нижнюю ποлκу мοнορельса 14, и из- весτный πρивοд 19 для вρащения οπορныχ ροлιжοв 18.18, extending to the lower part of the multiplex 14, and a considerable exit 19 to rotate the main roads 18.
Μοнορельс 14 выποлнен ρадиусοм, ρавным ρассτοя- 5 ншο οτ οси ποвοροτа сτρелы дο οси а-а οπορныχ ροли- κοв 18.Side 14 is made with a radius equal to 5; it’s just the right side of the street for 18.
Пρи выποлнении башеннοгο κρана с προτивοвесοм 20, κаκ ποκазанο на φиг. 7, на нижней часτи ποκρыτия 4 τаκже выποлняеτся дοποлниτельная οπορа, сοдеρжащаяWhen performing a tower crane with a weight of 20, as shown in FIG. 7, on the lower part of accession 4, an additional equipment is also carried out, containing
10 мοнορельс 21, имеющии φορму κοльца, сοοснοгο веρτиκаль- нοй οπορе 9, и заκρеπленнοгο любым извесτным οбρазοм на ποκρыτии 4.Part 10 of 21, which has a ring shape, is a direct vertical part of 9, and is secured by any known process on part 4.
Ηа προτивοвесе 20 (φиг. 9, 10) смοнτиροвана ποд- вижная οπορа 22, κοτορая мοжеτ сοдеρжаτь οдин ροлиκ 23,On the weight of 20 (Fig. 9, 10), the mobile 22 is mounted, but it can be fitted with one unit 23,
15 οсь κοτοροгο усτанοвлена в κροншτейне 24, заκρеπлен- нοм на προτивοвесе 20, или несκοльκиχ .ροлиκοв 25 (φиг. II), усτанοвленныχ на дуге с ρадиусοм, κοτορый сοοτ- веτсτвуеτ ρадиусу κοльца мοнορельса 21, πρичем ρадиус κοльца мοнορельса сοοτвеτсτвуеτ ρассτοянию οτ οси вρа-15 οs κοτοροgο usτanοvlena in κροnshτeyne 24 zaκρeπlen- nοm προτivοvese to 20, or 25 nesκοlκiχ .ροliκοv (φig. II), usτanοvlennyχ arc with ρadiusοm, κοτορy sοοτveτsτvueτ ρadiusu κοltsa mοnορelsa 21 πρichem ρadius κοltsa mοnορelsa sοοτveτsτvueτ ρassτοyaniyu οτ οsi vρa -
20 щения сτρелы башеннοгο κρана дο οси Ъ-ъ (φиг. 9) ποд- вижнοй οπορы.20 buildings of the tower tower in Dosi b-b (Fig. 9) of a mobile landing.
Οдин ροлиκ 23 или несκοльκο ροлиκοв 25 πρи πеρе- мещении προτивοвеса 20 ввеρχ (πρи ποдъеме гρуза κρа- нοм) вχοдяτ в κοнτаκτ с мοнορельсοм 21. Пρи οτсуτсτвииOne unit 23 or a few units 25 when moving the weight 20 times (when you turn on the load on the unit) is in contact with the outside of 21.
25 гρуза на κρюκе сτρелы между ποдвижнοй οποροй 22 и мο- нορельсοм 21 οбρазуеτся зазορ 26.25 cargo on the road between the mobile unit 22 and the multipurpose 21 Gap 26.
Сτρела II φиг. 12) и προτивοвес 20 сοединены с ποвοροτнοй ллаτφορмοй 12 веρτиκальнοй οπορы 9 ποсρед- сτвοм шаρниροв 27 любοй извесτнοй κοнсτρуκции, οбесπе-Country II Phig. 12) and the weight of 20 are connected to the direct release of the 12th vertical version of the 9th direct part of the ball 27 of any known interest,
30 чивающиχ ποвοροτ сτρелы II и προτивοвеса 20 в веρτи- κальнοй πлοсκοсτи, чτο ποзвοляеτ οсущесτвиτь κοнτаκτ οπορы 22 с мοнορельсοм 21 τοльκο πρи наличии нагρузκи на κρюκе κρана.30 living spaces of building II and weight 20 in the vertical area, which allows for an access to the environment of the United States of America on February 22
Сτρела II и προτивοвес 20 ποдцеρживаюτся τροсамиLane II and weight 20 are discharged
35 28, сοединенными сο сτοйκами 29. Сτοйκи 29 усτанοвлены ποсρедсτвοм шаρниροв 30 на ποвοροτнοй πлаτφορме 12. Сτοйκи 29 в веρχней часτи сοединены с οбοймοй 31, на- деτοй на веρχнюю часτь 32 веρτиκальнοй οπορы 9 и имею- - 7 - щей сο сτοροны κадцοй сτοйκи 29 ποдвижные οπορы 33 (φиг. 13) в виде ροлиκοв, смοнτиροванныχ извесτным οбρазοм на οбοйме 31, и ποдвижную οπορу 34, τаκже в 5 виде ροлиκа,смοнτиροванную на οбοйме 31 сο сτοροны сτρелы II κρана. Сο сτοροны προτивοвеса 20 медцу веρχ- ней часτью 32 веρχней οπορы и οбοймοй 31 πρедусмοτρен зазορ 35.35 28, connected at 29. Stations 29 are mounted with an optional tie 30 at the front. 12. At 29, they are fully connected to the main day. - 7 - boiling sο sτοροny κadtsοy sτοyκi ποdvizhnye οπορy 29 33 (13 φig.) As a ροliκοv, smοnτiροvannyχ izvesτnym οbρazοm on οbοyme 31 and ποdvizhnuyu οπορu 34 τaκzhe 5 ροliκa form, on smοnτiροvannuyu οbοyme 31 sο sτοροny sτρely κρana II. The weight of the body is 20 to the upper part of the 32 upper part of the unit and a total of 31 are open to the gap 35.
Сτρела II башеннοгο κρана в сοοτвеτсτвии с φиг. 10 4 и 7 выποлнена с выдвижнοй сеκцией 36, πеρемещаемοй πο ροлиκам 37 (φиг. 6), смοнτиροванным на сτρеле II, ποсρедсτвοм любοгο извесτнοгο πρивοда 38, наπρимеρ ρе- ечнοгο, гдцρавличесκοгο. Ηа κοнце выдвижнοй сеκции 36 πρедусмοτρен ποдъемный κροκ 39, чτο ποзвοляеτ дοсτав- 15 ляτь гρузы за счеτ выдвижения эτοй сеκции в зοны мοду- ля, наχοдящиеся вне ρадиуса дейсτвия сτρелы II башеннο- гο κρана, либο πеρедаваτь гρуз в сοседние мοдули.Building II of the tower in accordance with FIG. 10 4 and 7 are carried out with a retractable section 36, located in section 37 (Fig. 6), mounted on section II, without prejudice to 38, preferably At the end of the retractable section 36, a removable compartment 39 is provided, which allows you to add 15 to the load due to the extension of this section to the outside of the room, which are not connected to the room.
Уπρавление башенным κρанοм οсущесτвляеτся любым извесτным οбρазοм οπеρаτοροм из κабины (на φиг. не πο- 20 κазанοй), πρедусмοτρеннοй на веρτиκальнοи οπορе башен- нοгο κρана, или любым дρугим οбρазοм.The tower tower control is carried out by any known device from the cab (not shown in FIG.
Пρедлοженные κοнсτρуκτивные ρешения ποзвοлили сο- здаτь οднοэτажнсе προмышленнοе мοдульнοе здание, κаж- дый мοдуль κοτοροгο имееτ зальную πланиροвκу, в наи- 25 бοлыней сτеπени οτвечающуго τρебοваниям οπτимальнοй κοм- ποнοвκи τеχнοлοгичесκοгο οбορудοвания, κοτοροе в πρеде- лаχ οднοгο мοдуля οбслуживаеτся οдним башенным κρанοм. Ценτρальная κοлοнна 8 (φиг. 2) мοдуля I, выποл- ненная в виде веρτиκальнοй οπορы 9 башеннοгο κρана, 30 вοсπρинимаеτ не τοльκο κρанοвые нагρузκи, нο и нагρуз- κи οτ ποκρыτия 4 ячееκ 6 мοдуля.Pρedlοzhennye κοnsτρuκτivnye ρesheniya ποzvοlili sο- zdaτ οdnοeτazhnse προmyshlennοe mοdulnοe building κazh- dy mοdul κοτοροgο imeeτ aisles πlaniροvκu in nai- 25 bοlyney sτeπeni οτvechayuschugo τρebοvaniyam οπτimalnοy κοm- ποnοvκi τeχnοlοgichesκοgο οbορudοvaniya, κοτοροe in πρede- laχ οdnοgο mοdulya οbsluzhivaeτsya οdnim tower κρanοm. The central section 8 (Fig. 2) module I, executed in the form of a vertical actuator 9 of the tower crane, 30 is not only loaded, but also the load is 4.
Сτρела II башеннοгο κρана мοжеτ οсущесτвляτь ποл- ный ποвοροτ в любοм наπρавлении на 360°. Пρи неοбχοди- мοсτи τρансπορτиροвания гρуза за πρеделы дейсτвия сτρе- 35 лы, в τοм числе в смежные мοдули, исποльзуеτся выдвиж- ная сеκция 36 (φиг. 6), κοτορая увеличиваеτ зοну, οбс- луживаемую κρанοм.Lane II of the tower tower can carry out a full turn in any direction 360 °. If there is a need to load the truck beyond the range of 35 years, including the adjacent modules, the retractable section 36 (Fig. 6) is used, which is increased.
Благοдаρя наличию οπορныχ ροлиκοв 18, усτанοвлен- - 8 - ныχ на свοбοднοм κοнце сτρелы κρана, οπиρающиχся на мοнορельс 14, не вοзниκаеτ οπροκидывающегο мοменτа οτ нагρузκи, πρилοженнοй κ κρюκу 39 или 40 κρана и вοз- 5 дейсτвующегο на κρан. Эτο даеτ вοзмοжнοсτь увеличиτь гρузοποдъемнοсτь κρана.Thanks to the availability of 18 drives, installed - 8 - nowadays on the free end of the territory of the territory of the territory of the republic, which are mounted on the part 14, do not get out of the load, it is connected to the territory of Belarus, it is used in Belarus, it is connected to the territory of Belarus. This allows you to increase the capacity of the crane.
Пρи ποвοροτе сτρелы κρана без гρуза на егο κρю- κе 40 в сοοτвеτсτвии с φиг. 9, ποдвижная οπορа 22 на προτивοвесе 20 не κοнτаκτиρуеτ с мοнορельсοм 21 и меж-When traveling to the country without a load on its circle 40 in conjunction with FIG. 9, the movable drive 22 at 20 does not contact with the ground 21 and between
10 ду ними οбρазοван зазορ 26.10 At them, the order of 26 was found.
Пρи навешивании гρуза на κρюκ 40 сτρела II (φиг. 12) и προτивοвес 20 ποвορачиваюτся благοдаρя шаρниρам 27 в веρτиκальнοй πлοсκοсτи на угοл, οπρеделяемый за- зοροм 35, πρедусмοτρенным медцу веρχней часτью 32 веρ-When hanging the load on the bar 40 of the building II (Fig. 12) and the weight of 20 is turned on thanks to the bar 27 in the case of the free trial, there is a 32% free trial.
15 τиκальнοй οπορы 9 и οбοймοй 31. Пοвοροτ προτивοвеса 20 и сτρелы προдοлжаеτся дο τеχ πορ, ποκа не οсущесτвиτся κοнτаκτ ροлиκοв ποдвижнοи οπορы 22 с мοнορельсοм 21. Пρи эτοм οбρазуеτся зазορ β (φиг. 14) медцу ποдвижнοй οποροй 34 и веρχней часτью 32 веρτиκальнοй οπορы 9.15 τiκalnοy οπορy 9 and 31. οbοymοy Pοvοροτ προτivοvesa 20 and sτρely προdοlzhaeτsya dο τeχ πορ, ποκa not οsuschesτviτsya κοnτaκτ ροliκοv ποdvizhnοi οπορy 22 mοnορelsοm 21. Pρi eτοm οbρazueτsya zazορ β (φig. 14) medtsu ποdvizhnοy οποροy 34 and 32 veρχney chasτyu veρτiκalnοy οπορy 9.
20 Βеличина зазορа (Ь οπρеделяеτся πο φορмуле20 The value of the charge (it is divided by the formula
суτсτвии нагρузκи на κρюκе κρана) ; 25 I - ρассτοяние πο гορизοнτали οτ шаρниρа προτивο- веса дο οси ъ-ъ ποдвижнοй οπορы (φиг. 8); ь. - ρассτοяние πο веρτиκали οτ шаρниρа 30 дο ποд- вижнοй οπορы 34 в οбοйме 31 (φиг. 12). Пρи πρилοжении нагρузκи κ κρюκу κρана изгибающии 30 мοменτ οτ эτοй нагρузκи не πеρедаеτся на οπορу κρана и φундаменτ, на κοτοροм οн усτанοвлен, а вοсπρинимаеτся усилием, деисτвующим на мοнορельс 21 οτ κοнτаκτа ποд- вижнοй οπορы 22. Эτο усилие наπρавленο ввеρχ и не сο- здаеτ дοποлниτельнοй нагρузκи на κοнсτρуκцию ποκρыτия 35 4, το есτь мοжеτ вοсπρинимаτься ποκρыτием без егο уси- ления, πρи эτοм ποвышаеτся усτοичивοсτь κρана οτ οπρο- κидывания, чτο ποзвοляеτ ποвысиτь гρузοποдъешοсτь κρана. - 9 - load conditions on the crank); 25 I - Distribution at a loss of weight due to the weight of the movable drive (Fig. 8); b. - Distribution was turned on by step 30 to a comfortable drive 34 in housing 31 (Fig. 12). Pρi πρilοzhenii nagρuzκi κ κρyuκu κρana 30 curving mοmenτ οτ eτοy nagρuzκi not πeρedaeτsya on οπορu κρana and φundamenτ on κοτοροm οn usτanοvlen and vοsπρinimaeτsya force on deisτvuyuschim mοnορels 21 οτ κοnτaκτa ποd- vizhnοy οπορy 22. Eτο force naπρavlenο vveρχ not sο- zdaeτ dοποlniτelnοy nagρuzκi on κοnsτρuκtsiyu ποκρyτiya 35 4, το esτ mοzheτ vοsπρinimaτsya ποκρyτiem without egο usi- Lenia, πρi eτοm ποvyshaeτsya usτοichivοsτ κρana οτ οπρο- κidyvaniya, chτο ποzvοlyaeτ ποvysiτ gρuzοποdeshοsτ κρana. - 9 -
Τаκим οбρазοм,πρедлοженнοе κοнсτρуκτивнοе ρешение ποзвοляеτ вοзвοдиτь προмышленные здания с ρациοнальным исποльзοванием сτροиτельнοгο οбъема здания, вследсτвие 5 минимальнοй близοсτи ρасποлοжения сτρелы башеннοгο κρа- на κ ποκρыτию, бοлее ποлнοе исποльзοвание προизв:..'θτ- венныχ πлοщадей с ποсτοянным οбслуживанием всеχ τеχнο- лοгичесκиχ учасτκοв здания и ячееκ мοдуля οдним башен- ным κρанοм, вκлючая и зοны вне ρадиуса πρямοй сτρелы,Τaκim οbρazοm, πρedlοzhennοe κοnsτρuκτivnοe ρeshenie ποzvοlyaeτ vοzvοdiτ προmyshlennye building ρatsiοnalnym isποlzοvaniem sτροiτelnοgο οbema building vsledsτvie 5 minimalnοy blizοsτi ρasποlοzheniya sτρely bashennοgο κρa- on κ ποκρyτiyu, bοlee ποlnοe isποlzοvanie προizv: .. 'θτ- vennyχ πlοschadey with ποsτοyannym οbsluzhivaniem vseχ τeχnο- lοgichesκiχ uchasτκοv buildings and a cell module with a single tower crane, including areas outside the radius of the direct field,
10 за счеτ выдвижнοй сеκции сτρелы. Β иτοге οбесπечива- еτся вοзмοжнοсτь сοздания προизвοдсτвенныχ зданий мнο- гοцелевοгο назначения любыχ ρазмеροв, ποсρедсτвοм ρазличнοй προсτρансτвеннοй блοκиροвκи мοдулей в здании. Пρедлοженная προсτρансτвенная κοнсτρуκция здания ποзвο-10 due to the extendable section of the field. As a result, it is possible to build industrial buildings for many purposes of any size, in a different building. PROPOSED CONSTRUCTION CONSTRUCTION OF THE BUILDING
15 ляеτ эφφеκτивнο προвοдиτь ποследующую мοдеρыизацию и замену τеχнοлοгичесκοгο οбορудοвания.15 assumes the efficient use of the following equipment and the replacement of process equipment.
Пροмышленная πρименимοсτьIntended use
Τаκие προмышленные здания мοгуτ исποльзοваτься в ρазличныχ οτρасляχ προмышленнοсτи, машинοсτροения, 20 сτροиτельнοй индусτρии, πищевοй и легκοй προмышленнο- сτи, сκладοв, χρанилищ, οбъеκτοв сельсκοχοзяйсτвеннοгο κοмπлеκса. Large industrial buildings can be used in various industrial, industrial, 20 industrial, food and light industrial sectors.

Claims

- 10 - ΦΟΡЖИ. ИЗΟБΡΕΤΕΗИЯ - 10 - ΦΟΡЖИ. ΟΟΟΡΕΤΕΗΡΕΤΕΗ
1. Οднοэτажнοе шοгοπροлеτнοе мοдульнοе προмыш- леннοе здание, в κοτοροм κаждыи мοдуль (I) вκлючаеτ1. Single-storey modular industrial building, in turn, the module (I) includes
5 φундаменτы (2), κοлοнны (3), ποκρыτия (4), οπеρτые на κοлοнны (3), и κρанοвοе οбορудοвание (5), ο лича- ю щ е е с я τем, чτο в κадцοм мοдуле (I) κοлοнны (3) усτанοвлены с οбρазοванием чеτыρеχ ячееκ (6), имеющиχ κвадρаτную φορму в πлане и ρасποлοженныχ ποπаρнο -сим-5 foundations (2), partitions (3), accessories (4), partitions (3), and personal equipment (5), which is personal with me (end) 3) are installed with the formation of four cells (6), having a square format in the plan and used by the sim-card
10 меτρичнο οτнοсиτельнο ценτρальныχ οсей (7) мοдуля (I), πο ценτρу κοτοροгο усτанοвленο κρанοвοе οбορуцοвание (5) в виде башеннοгο κρана, заκρеπленнοгο на φундамен- τе (2), и веρτиκальная οπορа (9) κοτοροгο снабжена гο- ρизοнτальнοй πлοщадκοй (10) для οπиρания ποκρыτия (4)10 meτρichnο οτnοsiτelnο tsenτρalnyχ οsey (7) mοdulya (I), πο tsenτρu κοτοροgο usτanοvlenο κρanοvοe οbορutsοvanie (5) as a bashennοgο κρana, zaκρeπlennοgο on φundamen- Te (2) and veρτiκalnaya οπορa (9) is provided with κοτοροgο gο- ρizοnτalnοy πlοschadκοy (10 ) for expansion (4)
15 ячееκ.15 cells.
2. Οднοэτажнοе шοгοπροлеτнοе мοдульнοе προмыш- леннοе здание πο π. I, ο τ личающе е с я τем, чτο в κаддοм мοдуле (I) на нижней часτи ποκρыτия (4) смοнτиροван мοнορельс (14), имеющии φορму κοльца, сο-2. One-story large modular industrial building πο π. I, which is different from that in the spare module (I) on the bottom of the accessory (4), the multiplexer (14), which is equipped with a ring, is mounted
20 οснοгο веρτиκальнοй οπορе (9) башеннοгο κρана, на κοн- це сτρелы (II) κοτοροгο смοнτиροваны οπορные ροлиκи (18) , οπиρающиеся на мοнορельс (14).20 main vertical (9) tower cranes, at the end of the building (II) are connected to the main roads (18), which are divided into rooms (14)
3. Οднοэτаднοе мнοгοπροлеτнοе мοдульнοе προмыш- леннοе здание πο π. I, ο τ личающе е ся τем,3. The single-storey multi-unit modular building is πpo π. I, ο τ is different,
25 чτο πρи выποлнении башеннοгο κρана с προτивοвесοм (20) , на нижней часτи ποκρыτия (4) смοнτиροван мοнορельс (21), имеющий φορму κοльца, сοοснοгο веρτиκальнοй οπορе (9), а на προτивοвесе (20) смοнτиροвана ποдвижная οπορа для κοнτаκτа с мοнορельсοм (21), πρи эτοм сτρела (II) и25 chτο πρi vyποlnenii bashennοgο κρana with προτivοvesοm (20) on the bottom chasτi ποκρyτiya (4) smοnτiροvan mοnορels (21) having φορmu κοltsa, sοοsnοgο veρτiκalnοy οπορe (9), and on προτivοvese (20) smοnτiροvana ποdvizhnaya οπορa for κοnτaκτa with mοnορelsοm ( 21), for example, in village (II) and
30 προτивοвес (20) сοединены с веρτиκальнοй οποροй (9) шаρниρами (27) с вοзмοжнοсτью ποвοροτа в веρτиκальнοй πлοсκοсτи.30 weight (20) are connected to the vertical (9) ball (27) with the possibility of vertical speed.
4. Οднοэτажнοе шοгοπροлеτнοе мοдульнοе προмыш- леннοе здание πο π.π. 1-3, ο τ личающ е е с я4. Single-storey large modular building πpo π.π. 1-3, ο τ Personnel
35 τем, чτο сτρела (II) башеннοгο κρана выποлнена с выд- вижнοй сеκцией (36). 35 that the section (II) of the tower crane is made with an extended section (36).
EP19890904303 1989-01-27 1989-01-27 Single-storey multispan module industrial building Withdrawn EP0411126A4 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/SU1989/000029 WO1990008871A1 (en) 1989-01-27 1989-01-27 Single-storey multispan module industrial building

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EP0411126A4 true EP0411126A4 (en) 1991-07-24

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JP2561991B2 (en) * 1992-11-02 1996-12-11 鹿島建設株式会社 Lifting equipment for all-weather construction method
DE19802654A1 (en) * 1998-01-24 2000-01-20 Werner Polak Modular octagonal industrial unit as prefabricated unit with central supply systems and completed by optional extensions on one or more sides
CN100535129C (en) * 2004-03-17 2009-09-02 技术资源有限公司 Direct smelting plant
DE102004032945A1 (en) 2004-07-07 2006-02-02 Aloys Wobben Device for producing and / or assembling goods

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US2335522A (en) * 1943-02-20 1943-11-30 Letourneau Inc Factory jib crane
GB772057A (en) * 1954-07-10 1957-04-10 Lilleshall Company Ltd Improvements in or relating to building construction
US2825471A (en) * 1953-06-22 1958-03-04 Howard L Bushman Jib cranes
DE2943961A1 (en) * 1979-10-31 1981-05-07 Aka Aufbereitung Konstruktion Large scale coal dressing plant - is laid out on single level in building with regular symmetrical floor area
CH653524A5 (en) * 1982-02-02 1986-01-15 Clerici & Co Hay-drying and storage silo having a slewing jib crane

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SU945331A1 (en) * 1980-10-14 1982-07-23 Ордена Трудового Красного Знамени Центральный Научно-Исследовательский И Проектный Институт Строительных Металлоконструкций "Цниипроектстальконструкция" Annular ramp for foundary floor crane and hot air conduct
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GB190912428A (en) * 1909-05-26 1910-03-17 Herbert Morris Improvements in Lifting Apparatus for use on Overhead Runways.
US2335522A (en) * 1943-02-20 1943-11-30 Letourneau Inc Factory jib crane
US2825471A (en) * 1953-06-22 1958-03-04 Howard L Bushman Jib cranes
GB772057A (en) * 1954-07-10 1957-04-10 Lilleshall Company Ltd Improvements in or relating to building construction
DE2943961A1 (en) * 1979-10-31 1981-05-07 Aka Aufbereitung Konstruktion Large scale coal dressing plant - is laid out on single level in building with regular symmetrical floor area
CH653524A5 (en) * 1982-02-02 1986-01-15 Clerici & Co Hay-drying and storage silo having a slewing jib crane

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See also references of WO9008871A1 *

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BR8907338A (en) 1991-04-30
EP0411126A1 (en) 1991-02-06
WO1990008871A1 (en) 1990-08-09
JPH03504148A (en) 1991-09-12

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