CN108798064A - A kind of existing building be arranged plus layer after antishock device and its construction method - Google Patents

A kind of existing building be arranged plus layer after antishock device and its construction method Download PDF

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Publication number
CN108798064A
CN108798064A CN201811001971.2A CN201811001971A CN108798064A CN 108798064 A CN108798064 A CN 108798064A CN 201811001971 A CN201811001971 A CN 201811001971A CN 108798064 A CN108798064 A CN 108798064A
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CN
China
Prior art keywords
existing building
steel column
connector
small steel
support
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Withdrawn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
CN201811001971.2A
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Chinese (zh)
Inventor
张延年
刘叶
吴献
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Publication date
Application filed by Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201811001971.2A priority Critical patent/CN108798064A/en
Publication of CN108798064A publication Critical patent/CN108798064A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0266Enlarging
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Building Environments (AREA)

Abstract

The present invention relates to a kind of existing building be arranged plus layer after antishock device, including:Existing building, housing building, connector one, connector two, rubber spacer, spring layer, the small steel column of support, sucker, drawing zone, high-elastic drag-line, connector three.Existing building be arranged plus when layer, existing building is adjacent with housing building, the present apparatus can fix existing building and be built with housing well, good fixing effect, there is good anti seismic efficiency again, existing building builds the destruction that collides with housing when earthquake will not be made, drawing destroys etc., there is good buffering effect;The present invention can be such that existing building and housing builds to cooperate simultaneously, improve existing building housing and add the anti-seismic performance after layer and safety.

Description

A kind of existing building be arranged plus layer after antishock device and its construction method
Technical field
The invention belongs to build add-story reconstruction reinforcement measure field, it is arranged after adding layer and resists more particularly to a kind of existing building Shake device.
Background technology
China human mortality is numerous, and land resource is very nervous.After reform and opening-up, due to constantly carrying for living standards of the people Height, the improvement of living space and a large amount of occupations of land of Real estate craze, national grainfield area reduces 19,340,000 mu within only 1991, Grainfield area reduces 19,340,000 mu within 1992, and in rising trend, and originally nervous and limited land resource is made more to step up It opens and goes up with deficiency, land price, therefore, it is a urgent problem to save the area;Meanwhile storey-adding reconstruction engineering is to saving soil All various aspects such as ground, reduction project cost have very obvious action.Overbuilding story generally, can be divided into civilian with transformation With industrial premises plus layer with transformation, wherein civil buildings such as house, office building, hospital, hotel, shop etc., this is more to measure Big wide building.
Do not allow the occupancy good soil in good farmland to build house again according to the national conditions in China and the policy of country, determines China to low Layer or tier building should be transformed utilization as far as possible, and cannot take the policy for all pushing over reconstruction.According to investigations in cities and towns There are a large amount of low layer or multistory civil building, can neither stop using, and is badly in need of expanding usable floor area.Function is used in conjunction with house Improve or overhaul carry out plus layer, be renovation and utilization low layer or tier building become multilayer, house on the middle and senior level important channel.
Before the 80's, most of the house in China city and other civic buildings are low layer or tier building, these Building can neither be stopped using, and be badly in need of expanding usable floor area, and some of which building is in the past builds without carrying out antidetonation It sets up defences or norm for civil defense is relatively low, reinforcing storey-adding reconstruction can be carried out to this kind of building, function, antidetonation are used to reach improvement house The purpose of reinforcing and structure energy-dissipating and shock-absorbing.
Invention content
In order to solve above-mentioned technical problem, the present invention provide a kind of existing building be arranged plus layer after antishock device, When mainly for making to occur more securely, existing building and the building earthquake being arranged between the structure being arranged and existing building It is more safe.
The technical solution adopted by the present invention is as follows:
A kind of existing building be arranged plus layer after antishock device, including existing building, housing building, connector one, connector two, rubber Rubber cushion layer, spring layer, the small steel column of support, sucker, drawing zone, high-elastic drag-line, connector three,
Existing building be arranged plus layer after antishock device main body by rubber spacer, spring layer, the small steel column of support, sucker, drawing zone It is formed with six part of high-elastic drag-line;Existing building is provided with rubber spacer close to the side that housing is built, rubber spacer with it is existing Building is connected by connector one, and rubber spacer is provided with spring layer, rubber spacer and spring close to the side that housing is built Layer is internally provided with the small steel column of support, and small steel column is supported to pass through connector two with existing building through rubber spacer and spring layer It is connected;
Housing building is provided with rubber spacer close to the side of existing building, and rubber spacer passes through one phase of connector with housing building Connection, rubber spacer are provided with spring layer close to the side of existing building, and rubber spacer and spring layer are internally provided with support Small steel column supports small steel column to be built with housing through rubber spacer and spring layer and is connected by connector two;
Each support small steel column that the side for building crack close to existing building and housing is provided with sucker, sucker and the small steel of support Column is connected by connector three, and drawing zone is provided among the opposite sucker of each two, and two suckers are connected by drawing zone, The structure that sucker and drawing zone are integrated, sucker and drawing zone are prefabricated components;Connect among the small steel column of every two opposite supports Be connected to high-elastic drag-line, high-elastic drag-line is located at the inside of the confined space formed in sucker and drawing zone, the both ends of high-elastic drag-line with Small steel column is supported to be connected by connector three.
Further, the connector one, connector two, rubber spacer, spring layer, the small steel column of support, sucker, stretching Area, high-elastic drag-line and connector three carry out waterproof and corrosion-resistant is handled.
Further, the small steel column of support uses light weight type steel.
Further, the sucker uses high-strength rubber material.
Further, the drawing zone uses elastic material.
Further, the high-elastic drag-line uses elastic material.
Existing building be arranged plus layer after antishock device construction method, comprise the steps of:
A. the installation of rubber spacer, spring layer and the small steel column assembly of support is carried out in the outside of existing building;
B. the installation of rubber spacer, spring layer and the small steel column assembly of support is carried out in the outside of housing building;
C. the assembly that sucker, drawing zone and high-elastic drag-line form is installed on the small steel column of support;
D. water-proofing treatment is carried out.
Beneficial effects of the present invention:
The beneficial effects of the invention are as follows construction is simples, and construction cost is low, and industrialization splits very convenient and prefabricated component and is convenient for Production, is easily installed, and is conducive to push process of industrialization;The configuration of the present invention is simple, is all very common material, construction cost with The cost of material is relatively low, and construction is quick, highly practical, easy to spread.It is existing to build when to existing building be arranged plus when layer It is adjacent to build with housing building, and the present apparatus can fix existing building and be built with housing well, good fixing effect, while again Good anti seismic efficiency, existing building builds the destruction that collides with housing when earthquake will not be made, drawing destroys etc., have very well Buffering effect, existing building and housing can be made to build and cooperated, existing building housing is improved and add the anti-seismic performance after layer With safety.
Description of the drawings
Fig. 1 be a kind of existing building be arranged plus layer after antishock device diagrammatic cross-section.
In figure, 1 it is existing building, 2 is housing building, 3 be connector one, 4 is that connector two, 5 is rubber spacer, 6 is Spring layer, 7 be the small steel column of support, 8 be sucker, 9 be drawing zone, 10 be high-elastic drag-line, 11 be connector three.
Specific implementation mode
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not They can be interpreted as limiting the scope of the present invention.
Embodiment:As shown in Figure 1, existing building be arranged plus layer after antishock device main body by rubber spacer 5, spring layer 6, Support small steel column 7, sucker 8, drawing zone 9 and 10 6 part of high-elastic drag-line composition;Existing building 1 is close to the side of housing building 2 It is provided with rubber spacer 5, rubber spacer 5 is connected with existing building 1 by connector 1, and rubber spacer 5 is built close to housing 2 side is provided with spring layer 6, and rubber spacer 5 and being internally provided with for spring layer 6 support small steel column 7, small steel column 7 supported to pass through Rubber spacer 5 and spring layer 6 is worn with existing building 1 to be connected by connector 24;
Housing building 2 is provided with rubber spacer 5 close to the side of existing building 1, and rubber spacer 5 passes through with housing building 2 to be connect Part 1 is connected, and rubber spacer 5 is provided with spring layer 6 close to the side of existing building 1, rubber spacer 5 and spring layer 6 it is interior Portion is provided with the small steel column 7 of support, and small steel column 7 is supported to use light weight type steel, and small steel column 7 is supported to run through rubber spacer 5 and spring Layer 6 is connected with housing building 2 by connector 24;
Each support small steel column 7 that the side for building 2 cracks close to existing building 1 and housing is provided with sucker 8, sucker 8 uses High-strength rubber material, sucker 8 are connected with small steel column 7 is supported by connector 3 11, setting among the opposite sucker 8 of each two There are drawing zone 9, two suckers 8 to be connected by drawing zone 9, the structure that sucker 8 and drawing zone 9 are integrated, sucker 8 and drawing zone 9 For prefabricated components, drawing zone 9 uses elastic material;It is connected with high-elastic drag-line 10 among the small steel column of every two opposite supports 7, it is high It plays drag-line 10 and uses elastic material, high-elastic drag-line 10 is located at the inside of the confined space formed in sucker 8 and drawing zone 9, high-elastic The both ends of drag-line 10 are connected with small steel column 7 is supported by connector 3 11;Connector 1, connector 24, rubber spacer 5, Spring layer 6, the small steel column 7 of support, sucker 8, drawing zone 9, high-elastic drag-line 10 and connector 3 11 carry out at waterproof and corrosion-resistant Reason.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered It is considered as protection scope of the present invention.

Claims (7)

1. a kind of existing building be arranged plus layer after antishock device, including existing building(1), housing building(2), connector one(3), Connector two(4), rubber spacer(5), spring layer(6), the small steel column of support(7), sucker(8), drawing zone(9), high-elastic drag-line (10), connector three(11), it is characterised in that:
Existing building be arranged plus layer after antishock device main body by rubber spacer(5), spring layer(6), the small steel column of support(7), inhale Disk(8), drawing zone(9)With high-elastic drag-line(10)Six parts form;Existing building(1)It is built close to housing(2)Side setting There is rubber spacer(5), rubber spacer(5)With existing building(1)Pass through connector one(3)It is connected, rubber spacer(5)Close to outer Set building(2)Side be provided with spring layer(6), rubber spacer(5)And spring layer(6)Be internally provided with the small steel column of support (7), support small steel column(7)Through rubber spacer(5)And spring layer(6)With existing building(1)Pass through connector two(4)It is connected It connects;
Housing is built(2)Close to existing building(1)Side be provided with rubber spacer(5), rubber spacer(5)It is built with housing (2)Pass through connector one(3)It is connected, rubber spacer(5)Close to existing building(1)Side be provided with spring layer(6), rubber Bed course(5)And spring layer(6)Be internally provided with the small steel column of support(7), support small steel column(7)Through rubber spacer(5)And bullet Spring layer(6)It is built with housing(2)Pass through connector two(4)It is connected;
Each support small steel column(7)Close to existing building(1)It is built with housing(2)The side of crack is provided with sucker(8), inhale Disk(8)With the small steel column of support(7)Pass through connector three(11)It is connected, the opposite sucker of each two(8)Centre is provided with stretching Area(9), two suckers(8)Pass through drawing zone(9)Connection, sucker(8)And drawing zone(9)The structure being integrated, sucker(8)And drawing Stretch area(9)For prefabricated components;The small steel column of every two opposite supports(7)Centre is connected with high-elastic drag-line(10), high-elastic drag-line (10)Positioned in sucker(8)And drawing zone(9)The inside of the confined space of composition, high-elastic drag-line(10)Both ends with support small steel Column(7)Pass through connector three(11)It is connected.
2. a kind of existing building according to claim 1 be arranged plus layer after antishock device, it is characterised in that:The connection Part one(3), connector two(4), rubber spacer(5), spring layer(6), the small steel column of support(7), sucker(8), drawing zone(9), it is high Play drag-line(10)With connector three(11)Waterproof is carried out to handle with corrosion-resistant.
3. a kind of existing building according to claim 1 be arranged plus layer after antishock device, it is characterised in that:The support is small Steel column(7)Using light weight type steel.
4. a kind of existing building according to claim 1 be arranged plus layer after antishock device, it is characterised in that:The sucker (8)Using high-strength rubber material.
5. a kind of existing building according to claim 1 be arranged plus layer after antishock device, it is characterised in that:The drawing zone (9)Using elastic material.
6. a kind of existing building according to claim 1 be arranged plus layer after antishock device, it is characterised in that:The high-elastic drawing Rope(10)Using elastic material.
7. a kind of existing building be arranged plus layer after antishock device construction method, it is characterised in that:It comprises the steps of:
A. in existing building(1)Outside carry out rubber spacer(5), spring layer(6)With the small steel column of support(7)The peace of assembly Dress;
B. it is built in housing(2)Outside carry out rubber spacer(5), spring layer(6)With the small steel column of support(7)The peace of assembly Dress;
C. by sucker(8), drawing zone(9)With high-elastic drag-line(10)The assembly of composition is installed to the small steel column of support(7)On;
D. water-proofing treatment is carried out.
CN201811001971.2A 2018-08-30 2018-08-30 A kind of existing building be arranged plus layer after antishock device and its construction method Withdrawn CN108798064A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811001971.2A CN108798064A (en) 2018-08-30 2018-08-30 A kind of existing building be arranged plus layer after antishock device and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811001971.2A CN108798064A (en) 2018-08-30 2018-08-30 A kind of existing building be arranged plus layer after antishock device and its construction method

Publications (1)

Publication Number Publication Date
CN108798064A true CN108798064A (en) 2018-11-13

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111075220A (en) * 2020-01-16 2020-04-28 沈阳促晋科技有限公司 Shock-absorbing energy-consuming reinforced connecting system for original building and additional building
AU2020327349B2 (en) * 2020-03-19 2022-04-14 Qingdao university of technology Energy-consuming latticed column structure with dense batten plates and use method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111075220A (en) * 2020-01-16 2020-04-28 沈阳促晋科技有限公司 Shock-absorbing energy-consuming reinforced connecting system for original building and additional building
AU2020327349B2 (en) * 2020-03-19 2022-04-14 Qingdao university of technology Energy-consuming latticed column structure with dense batten plates and use method

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Application publication date: 20181113