CN108331175A

CN108331175A - Telescopiform integrally promotes architectural construction

Info

Publication number: CN108331175A
Application number: CN201810405581.5A
Authority: CN
Inventors: 王林
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-04-29
Filing date: 2018-04-29
Publication date: 2018-07-27

Abstract

The present invention relates to a kind of architectural construction, especially a kind of telescopiform interaction rises, and does not have to the whole of outdoor overhead operation and promotes architectural construction and construction method, does not have any impact to urban environment, while shortening the duration, reduce labor intensity, most importantly：This programme operation is all controlled with computer, more meets modern management requirement.The power drive that scheme uses is Double acting through type jack, as shown in the figure：Jack one end is fixed on reinforced concrete Core Walls Structure 1,10 sets of companies of the other end and steel pipe column, steel pipe column is fixed between two layers of Vierendeel girder 8, when jack climbs upwards, Core Walls Structure 1 is driven to be lifted up a story height, it is on the contrary, when jack climbs downwards, Vierendeel girder 8 is up promoted a story height, is so moved in circles, and building is promoted to design height by interaction.

Description

Telescopiform integrally promotes architectural construction

Technical field

The present invention relates to a kind of architecture structure form and corresponding engineering construction scheme, in especially a kind of telescopiform interaction It rises, and does not have to the whole of outdoor overhead operation substantially and promote architectural construction scheme and construction method.

Background technology

Conventional architecture structure form is reinforced concrete frame structure, reinforced concrete frame shear wall structure, reinforced concrete core at present The structure types such as heart barrel structure, steel construction, brick mix structure, their sequence of construction are all main body knots of first having constructed from top to bottom Structure, building enclosure of then constructing from top to bottom again and exterior wall finishing engineering, construction personnel must follow agent structure from top to bottom, Followed by exterior wall finishing engineering from top to bottom so again and again, until Practical Completion a set of conventional operational procedure, but it There are the drawbacks of be also it will be apparent that such as：Worker's working at height has larger personal safety hidden danger；Falling object from high altitude applies ground Worker person or pedestrian are likely to cause injury；Tower crane load lifts by crane the harassing and wrecking to facing side resident and pedestrian；Besides to city shape Adverse effect etc. as caused by with environment.

Invention content

To solve the above-mentioned problems, present invention employs a kind of reverse arrangement and method for construction different from routine：Carry out basis Afterwards, first by the building of top layer include exterior wall finishing all ground construction complete, it is using whole hoisting way that entire building is upward After promoting a story height, then the layer second from the bottom in ground construction building, then by the top layer in building and layer second from the bottom After promoting a story height together, then the layer third from the bottom in ground construction building, it moves in circles in this way, building seems just Until design height as growing tall naturally.The structure type that the present invention is taken is reinforced concrete frame core wall structure, here Core Walls Structure refer to the Core Walls Structure group being made of multiple cores cylinder, as in Fig. 1 main Core Walls Structure 1 and 4 auxiliary 2 groups of Core Walls Structures At the function of Core Walls Structure 1 is mainly elevator and staircase；Core Walls Structure 2 is usually piping shaft or ventilation shaft etc..Core Walls Structure group with Frame is respectively mutually independent stress system, their mutual intussusceptions in the construction stage（See Fig. 2-Fig. 6）, pass through jack and steel Tubing string is temporarily attached to together（Such as Fig. 7 and Fig. 8）, using the effect up and down of jack, drive reinforced concrete frame and reinforced concrete Core Walls Structure group alternates rising, and Core Walls Structure group can be promoted and can also be promoted respectively simultaneously, depends on Mechanics Calculation, until big Building is thus lifted to design height.

The beneficial effects of the invention are as follows：The buildings Zheng Dong construction operation is essentially all to be carried out on ground or underground, is not present Outdoor overhead operation, vertical transport do not have to setting tower crane, and alien invasion finishing is molded in ground synchronous, not any to urban environment It influences, while shortening the construction period, reduce labor intensity, most importantly：This programme lifting system uses hydraulic-driven, Operation is all controlled with computer, is fully achieved building engineering construction mechanization, is more met modern management requirement, but also very Solve the various inconvenient and drawbacks that conventional construction is brought well.

Description of the drawings：Fig. 1 is structural plan figure, and vertical structure is made of reinforced concrete Core Walls Structure group, and planar structure is reinforcing bar Concrete frame；Fig. 2 is the building top layer elevation completed in ground construction；After the buildings Tu3Shi Jiang top layer promotes a story height Elevation；Fig. 4 is that building layer elevation second from the bottom is completed in construction；The buildings Tu5Shi Jiang top layer and layer second from the bottom carry together Rise the elevation after a story height；Fig. 6 is that building layer elevation third from the bottom is completed in construction；Fig. 7 is that jack is climb The drawing for rising and Core Walls Structure being driven to be lifted up；Fig. 8 is the full-page proof that jack climbs downwards and is lifted up main body frame Figure；Fig. 9 is Double acting through type jack top plan view.Wherein：Label 1 refers to the main Core Walls Structure of building top layer；Label 2 refers to Building top layer assists Core Walls Structure；Label 3 refers to building top floor body；Label 4 refers to building floor body second from the bottom；Label 5 refers to building The main Core Walls Structure of layer second from the bottom；Label 6 refers to building layer second from the bottom and assists Core Walls Structure；Label 7 refers to building floor body third from the bottom； Label 8 refers to Reinforced Concrete Beamsin Frame Construction；Label 9 refers to Double acting through type jack；Label 10 refers to jack and climbs steel pipe column.

Specific implementation mode：The power drive that this programme uses is Double acting through type jack, as shown in Figure 7, Figure 8： 9 one end of jack is fixed on reinforced concrete Core Walls Structure 1 or 2, and 10 sets of companies of the other end and steel pipe column, steel pipe column 10 is fixed on two layers of frame It sets a roof beam in place between 8, when jack 9 climbs upwards（As shown in Figure 7）, drive Core Walls Structure 1 or 2 to be lifted up, practical figure 4 above and Fig. 6 Indicate Construction State of the Core Walls Structure after inside buildings improve a story height；Conversely, when jack 9 climbs downwards（Such as Shown in Fig. 8）, Vierendeel girder 8 is up promoted, as Fig. 3, Fig. 5 building body indicated are moving upward a story height.Lifting force Depending on the quantity of jack setting, jack is arranged more, and lifting force is also bigger, before the load and dead weight with building are It carries.After the body construction completion of entire building reaches design height, reinforced concrete frame and Core Walls Structure are rigidly connected between the two For an entirety.

Claims

1. a kind of whole promotion architectural construction, structural system are made of reinforced concrete frame and reinforced concrete Core Walls Structure group, feature exists In：The Core Walls Structure group is respectively independent stress system with frame in the construction stage, their mutual intussusceptions, by jack and climbs Rising stem is temporarily attached to together, and using jack as power, by climbing, bar drives reinforced concrete frame and reinforced concrete Core Walls Structure Flock-mate is for rising until reaching design height.

2. a kind of whole promotion architectural construction according to claim 1, it is characterised in that：The structural system can be by Reinforced concrete frame, reinforced concrete shear wall and reinforced concrete core wall structure system composition.

3. a kind of whole promotion architectural construction according to claim 1, it is characterised in that：The structural system can be by Steel construction and reinforced concrete structural system composition.

4. a kind of whole promotion architectural construction according to claim 1, it is characterised in that：The structural system can be by Two or more steel structure system forms.

5. a kind of whole promotion architectural construction according to claim 1-4, it is characterised in that：The promotion power is liquid Press Double acting through type jack.

6. a kind of whole promotion architectural construction according to claim 1-4, it is characterised in that：The promotion power can be with It is electric gear driving.

7. a kind of whole promotion architectural construction according to claim 1-4, it is characterised in that：The promotion power can be with It is electronic pulley drive.

8. a kind of whole promotion architectural construction according to claim 1-4, it is characterised in that：The bar that climbs is metal Tubing string.

9. a kind of whole promotion architectural construction according to claim 1-4, it is characterised in that：The bar that climbs can be Solid metal column.