WO2015060807A1 - A secondary structure - Google Patents

A secondary structure Download PDF

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Publication number
WO2015060807A1
WO2015060807A1 PCT/UA2014/000114 UA2014000114W WO2015060807A1 WO 2015060807 A1 WO2015060807 A1 WO 2015060807A1 UA 2014000114 W UA2014000114 W UA 2014000114W WO 2015060807 A1 WO2015060807 A1 WO 2015060807A1
Authority
WO
WIPO (PCT)
Prior art keywords
secondary structure
existing building
building
frame
vertical frame
Prior art date
Application number
PCT/UA2014/000114
Other languages
French (fr)
Inventor
Dmytro Ihorovych KUKHAREV
Maksym Serhiiovych BULAVYTSKYI
Original Assignee
Kukharev Dmytro Ihorovych
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 Kukharev Dmytro Ihorovych filed Critical Kukharev Dmytro Ihorovych
Publication of WO2015060807A1 publication Critical patent/WO2015060807A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0266—Enlarging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3561—Extraordinary methods of construction, e.g. lift-slab, jack-block adding living space above existing structures

Definitions

  • the invention relates to the construction industry. Most appropriate is to use the invention in the reconstruction oF buildings, "hruschiovki" for example that exhausted vital resources. With secondary structure reconstruction of old buildings is happen without relocation of tenants. It is known that most of the superstructure of buildings and structures is made by means of an auxiliary frame reinforcement in the form of brick pillars reinforced columns on which located reinforced concrete for the superstructure.
  • the invention is based is the task of building high-rise (at least six-story) secondary structure on its own independent frame and foundations without any impact on the existing building and then dismantling (disassembling) the existing building for the device more floors up with open plan - its redevelopment.
  • Multi-storey secondary structure has its own independent frame and foundation support are the vertical frame without any impact on the existing building, and the distance between supports is calculated according to standard formulas, but should not be more than 20 m. Given modern materials economically feasible is the distance between supports about 17- 18 m. also, the distance between the columns, located across the existing building. Columns along the base of the existing building so that they took place in the spaces between the windows and do not interfere with the residents live. So move along the columns of the building is approximately 6,6 m.
  • Existing buildings after construction secondary structure subject demolition and redevelopment, with the construction of the existing building remodeled based on the vertical frame secondary structure.
  • FIG. 1 shows a transverse vertical section of the existing building done secondary structure
  • FIG. 2 transverse vertical section of the superstructure (secondary structure) done and remodeled existing buildings (new floors at the bottom of the structure).
  • Secondary structure which consist precast concrete panels (5) over existing remodeled (1) consists of a basement auxiliary supporting frame (2), prefabricated concrete supporting frame (3), latch beam cages as auxiliary reference frame (4).
  • remodeled the existing building has space for any redevelopment for housing or social purposes, including greater height floors. It is rebuilding based on prefabricated concrete frame supporting (3) the secondary structure.

Abstract

A secondary structure of existing building includes a vertical frame with rest outside the building, this comprises supplementary frame with horizontal beam cage, there superstructure is placed, and rigid units of joint of bean cage to bearing props, foundations. The secondary structure comprises quickly mountable reinforced- concrete constructions, it has hot less than six stories, own independent frame and foundation, bearings of vertical frame are placed without any effect on existing building, this after erection of the addition is to be dismantled and replanned.

Description

A SECONDARY STRUCTURE
DESCRIPTION
The invention relates to the construction industry. Most appropriate is to use the invention in the reconstruction oF buildings, "hruschiovki" for example that exhausted vital resources. With secondary structure reconstruction of old buildings is happen without relocation of tenants. It is known that most of the superstructure of buildings and structures is made by means of an auxiliary frame reinforcement in the form of brick pillars reinforced columns on which located reinforced concrete for the superstructure.
However, this superstructure, usually containing one or two floors (attic). The disadvantages also include low bearing capacity arid preservation of existing buildings in pristine condition with the old layout of floor and height floors.
The closest analogue - the prototype is the use of auxiliary supporting frames of steel structures from leaning into separate structures outside the building - see Malhanov A.I., Plevkov B.C., Polyschuk A.I. Restoration and strengthening of structure of emergency and renovated buildings. - Tomsk: TLIHTH, 1990. - P. 131 , Scheme 4. [1 ]
However, the existing building is also fully retains its original design with the old layout of floor and height floors and superstructure (secondary structure) usually is (may be) not more than five floors. The downside is the prototype and use of reinforced concrete and brick vertical elements.
The invention is based is the task of building high-rise (at least six-story) secondary structure on its own independent frame and foundations without any impact on the existing building and then dismantling (disassembling) the existing building for the device more floors up with open plan - its redevelopment.
To solve this problem quickly mounted using concrete structures. Multi-storey secondary structure has its own independent frame and foundation support are the vertical frame without any impact on the existing building, and the distance between supports is calculated according to standard formulas, but should not be more than 20 m. Given modern materials economically feasible is the distance between supports about 17- 18 m. also, the distance between the columns, located across the existing building. Columns along the base of the existing building so that they took place in the spaces between the windows and do not interfere with the residents live. So move along the columns of the building is approximately 6,6 m. Existing buildings after construction secondary structure subject demolition and redevelopment, with the construction of the existing building remodeled based on the vertical frame secondary structure.
The essence of the invention is illustrated by drawings, where
FIG. 1 shows a transverse vertical section of the existing building done secondary structure; FIG. 2 - transverse vertical section of the superstructure (secondary structure) done and remodeled existing buildings (new floors at the bottom of the structure).
Secondary structure which consist precast concrete panels (5) over existing remodeled (1) consists of a basement auxiliary supporting frame (2), prefabricated concrete supporting frame (3), latch beam cages as auxiliary reference frame (4). For example, remodeled the existing building has space for any redevelopment for housing or social purposes, including greater height floors. It is rebuilding based on prefabricated concrete frame supporting (3) the secondary structure.
Completed technical design of secondary structure five-story residential building with dimensions in term 12x15 m., height 15 m., for which the size of the columns were 800x1200 mm. (0,8x1 ,2 m.) when they step across and along the building is 18x6,6 m.
Sources of information
1. MajisraHOB A.M., IljieBKOB B.C., IlojiHinyK A.M. BoccTaHOBjieHHe H ycHjiemie CTpoHTejibHbix KOHCTpyKijHH aBapHHHMx H peKOHCTpynpyeMBix 3^aHHH. - TOMCK: TLIHTH, 1990. - C. 131, CxeMa 4.

Claims

1. A secondary structure above the existing building containing vertical frame leaning outside of the building, which consists of a supporting frame with a horizontal beam cell, placed secondary structure and abutment beam units hard to cells bearing pillars, foundations, differs in that the secondary structure consists of prefabricated concrete structures and has at least six floors, a private independent foundation and frame, the vertical support frames are without any impact on the existing building, which after the construction of the secondary structure the building will be a subject to demolition and redevelopment.
2. Secondary structure of the existing building plan 1, differs in that the remodeled existing building structures based on vertical frame superstructure.
PCT/UA2014/000114 2013-10-21 2014-10-16 A secondary structure WO2015060807A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
UAU201312238 2013-10-21
UAU201312238U UA88058U (en) 2013-10-21 2013-10-21 Secondary structure

Publications (1)

Publication Number Publication Date
WO2015060807A1 true WO2015060807A1 (en) 2015-04-30

Family

ID=52298644

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/UA2014/000114 WO2015060807A1 (en) 2013-10-21 2014-10-16 A secondary structure

Country Status (2)

Country Link
UA (1) UA88058U (en)
WO (1) WO2015060807A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107916798A (en) * 2017-12-22 2018-04-17 河北建筑设计研究院有限责任公司 The building structure of skyscraper is built suitable for tier building set
CN110451890A (en) * 2019-08-27 2019-11-15 广东粤腾建设有限公司 The impervious leakage-proof construction method of secondary structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2226072A (en) * 1988-12-13 1990-06-20 Lu Jian Heng Adding storeys to existing buildings
JP2000314237A (en) * 1999-05-02 2000-11-14 Kankyo Kaihatsu Kenkyusho:Kk Method for enlarging existing building
JP2004124558A (en) * 2002-10-03 2004-04-22 Miracle Three Corporation Extension method for staircase type apartment house, and extended building using the method
GB2414269A (en) * 2003-03-20 2005-11-23 Miracle Three Corp Kabushiki K Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2226072A (en) * 1988-12-13 1990-06-20 Lu Jian Heng Adding storeys to existing buildings
JP2000314237A (en) * 1999-05-02 2000-11-14 Kankyo Kaihatsu Kenkyusho:Kk Method for enlarging existing building
JP2004124558A (en) * 2002-10-03 2004-04-22 Miracle Three Corporation Extension method for staircase type apartment house, and extended building using the method
GB2414269A (en) * 2003-03-20 2005-11-23 Miracle Three Corp Kabushiki K Anti-seismic reinforcement and expansion method for building and anti-seismically reinforced and expanded building

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
MA?????? A.M.; IINEBKOB B.C.; ?O????? A.?.: "Bocc?????????? H yc?????? ????????????? ?o????????? a?ap????? H pe?????????????? 3?a???", 1990, pages: 131
MALHANOV A.I.; PLEVKOV B.C.; POLYSCHUK A.I.: "Restoration and strengthening of structure of emergency and renovated buildings", 1990, pages: 131

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107916798A (en) * 2017-12-22 2018-04-17 河北建筑设计研究院有限责任公司 The building structure of skyscraper is built suitable for tier building set
CN110451890A (en) * 2019-08-27 2019-11-15 广东粤腾建设有限公司 The impervious leakage-proof construction method of secondary structure
CN110451890B (en) * 2019-08-27 2021-09-07 广东粤腾建设有限公司 Secondary structure anti-seepage and anti-leakage construction method

Also Published As

Publication number Publication date
UA88058U (en) 2014-02-25

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