CN104988950B - Large-scale underground garage cast-in-place concrete roof embedded EPS block construction method - Google Patents
Large-scale underground garage cast-in-place concrete roof embedded EPS block construction method Download PDFInfo
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- CN104988950B CN104988950B CN201510382198.9A CN201510382198A CN104988950B CN 104988950 B CN104988950 B CN 104988950B CN 201510382198 A CN201510382198 A CN 201510382198A CN 104988950 B CN104988950 B CN 104988950B
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Abstract
The invention provides a large-scale underground garage cast-in-place concrete roof embedded EPS block construction method. The method relates to an EPS block, concrete, a first C25 fine aggregate concrete block, a top-layer bar-mat reinforcement, a seizing wire, second C25 fine aggregate concrete blocks and a bottom-layer bar-mat reinforcement, wherein the bottom-layer bar-mat reinforcement is arranged on the bottom layer of concrete, the top-layer bar-mat reinforcement is arranged on the top layer of concrete, the EPS block is arranged between the top-layer bar-mat reinforcement and the bottom-layer bar-mat reinforcement, and the two sides of the bottom of the EPS block are supported by the second C25 fine aggregate concrete blocks. By the adoption of the method, the using area of an underground garage can be effectively increased, so that parking number is increased and the requirement of people for parking is met. Furthermore, compared with traditional building methods, the method has the advantages that materials can be saved, energy is saved, environment friendliness is realized, operation is easy, construction speed is high, construction quality is improved, and construction cost is reduced.
Description
Technical field
The present invention relates to a kind of eps block construction method, particularly to a kind of Large Underground Parking Space cast-in-site concrete roof plate
Pre-buried eps block construction method.
Background technology
With social development and progress, the raising of living condition, the increase of the density of population, vehicle also gets more and more, and stops
Car problem becomes more and more important.So in building trade, especially high-rise civil building and commercial building, substantially all adopt
Large Underground Parking Space form, increases parking quantity as far as possible.Traditional Large Underground Parking Space, due to the design of top board, leads to stop
Quantity reduce.
The top board of traditional Large Underground Parking Space does not have the advantages that sound insulation, insulation, heat-insulated, and not environmentally.Traditional
The multiplex multistory reinforced combination concreting of top board forms, and because concrete finished product is slower, leads to whole construction period to shorten, and
And it is more, thus decreasing the quantity that can stop to a certain extent to take underground garage area.
Content of the invention
The technical problem to be solved in the present invention is to provide a kind of pre-buried eps block of Large Underground Parking Space cast-in-site concrete roof plate
Construction method, not only can increase the usable floor area of underground garage, and the present invention has the advantages that sound insulation, insulation, heat-insulated, can
Problem in effectively solving background technology.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
A kind of present invention Large Underground Parking Space cast-in-site concrete roof plate pre-buried eps block construction method, including eps block,
Concrete, a c25 pea gravel concreten block, top layer bar-mat reinforcement, binding iron wire, the 2nd c25 pea gravel concreten block and bottom layer of the reinforcing steel
Net；Described bottom layer of the reinforcing steel net is arranged on the bottom of described concrete, and described top layer bar-mat reinforcement is arranged on the top layer of described concrete,
It is provided with eps block, the two bottom sides of described eps block pass through second between described top layer bar-mat reinforcement and described bottom layer of the reinforcing steel net
C25 pea gravel concreten block supports, and the top middle portion of described eps block is passed through a c25 pea gravel concreten block and connected described top layer
Bar-mat reinforcement；
Including following construction procedure: first bottom layer of the reinforcing steel net is bundled using described binding iron wire with bottom-layer beam,
Then described 2nd c25 pea gravel concreten block is arranged on described bottom layer of the reinforcing steel on the net, is then injected into a small amount of concrete, for solid
Fixed described 2nd c25 pea gravel concreten block, and use vibrating head consolidation by vibrating concrete；
Then described eps block is arranged on the 2nd c25 pea gravel concreten block, and using binding iron wire by described eps
Block is fixedly connected on described 2nd c25 pea gravel concreten block and bottom layer of the reinforcing steel is online, and after fixing, casting concrete is to institute
State eps block top, after casting concrete, using vibrating head by concrete strengthening；
Then a described c25 pea gravel concreten block is arranged on eps block, and with binding iron wire by described first
C25 pea gravel concreten block is fixed together with described eps block and described top layer bar-mat reinforcement, then casting concrete, and
Using vibrating head consolidation by vibrating.
As a preferred technical solution of the present invention, a described c25 pea gravel concreten block top arranges fluted, institute
State groove to be stuck on top layer bar-mat reinforcement.
As a preferred technical solution of the present invention, described eps block bottom is curved.
As a preferred technical solution of the present invention, described 2nd c25 pea gravel concreten block top is provided with arc groove.
The beneficial effect that compared with prior art present invention is reached is: the present invention can be effectively increased making of underground garage
With area, thus increasing the quantity that can stop, meet the demand to parking problem for the people.And the present invention compares traditional building side
Method can save material, and energy-saving and environmental protection of the present invention, saves construction costs, reduction of erection time, provides the demonstration guides etc. to act on.This
Invention is not only easy and simple to handle, and construction speed is fast, and improves construction quality, reduces construction cost.
Brief description
Accompanying drawing is used for providing a further understanding of the present invention, and constitutes a part for specification, the reality with the present invention
Apply example and be used for explaining the present invention together, be not construed as limiting the invention.
In the accompanying drawings:
Fig. 1 is overall structure diagram of the present invention；
Fig. 2 is the present invention the c25 pea gravel concreten block structure schematic diagram；
Fig. 3 is the present invention the 2nd c25 pea gravel concreten block structure schematic diagram；
In figure label: 1, eps block；2nd, concrete；3rd, a c25 pea gravel concreten block；4th, top layer bar-mat reinforcement；5th, bundle
Iron wire；6th, the 2nd c25 pea gravel concreten block；7th, bottom layer of the reinforcing steel net；8th, groove；9th, arc groove.
Specific embodiment
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated it will be appreciated that preferred reality described herein
Apply example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment: as Figure 1-3, a kind of pre-buried eps block of present invention Large Underground Parking Space cast-in-site concrete roof plate is applied
Work method, including eps block 1, concrete 2, a c25 pea gravel concreten block 3, top layer bar-mat reinforcement 4, binding iron wire 5, second
C25 pea gravel concreten block 6 and bottom layer of the reinforcing steel net 7；Described bottom layer of the reinforcing steel net 7 is arranged on the bottom of described concrete 2, described top layer
Bar-mat reinforcement 4 is arranged on the top layer of described concrete 2, is provided with eps between described top layer bar-mat reinforcement 4 and described bottom layer of the reinforcing steel net 7
Block 1, the two bottom sides of described eps block 1 are supported by the 2nd c25 pea gravel concreten block 6, in the top of described eps block 1
Portion connects described top layer bar-mat reinforcement 4 by a c25 pea gravel concreten block 3；
Including following construction procedure: first bottom layer of the reinforcing steel net 7 is bundled in one with bottom-layer beam using described binding iron wire 5
Rise, then described 2nd c25 pea gravel concreten block 6 be arranged on described bottom layer of the reinforcing steel net 7, be then injected into a small amount of concrete 2,
For fixing described 2nd c25 pea gravel concreten block 6, and use vibrating head consolidation by vibrating concrete 2；
Then described eps block is arranged on the 2nd c25 pea gravel concreten block 6, and will be described using binding iron wire 5
Eps block is fixedly connected on described 2nd c25 pea gravel concreten block 6 and bottom layer of the reinforcing steel net 7, casting concrete after fixing
Concrete 2, to described eps block 1 top, after casting concrete 2, is reinforced by 2 using vibrating head；
Then a described c25 pea gravel concreten block 3 is arranged on eps block 1, and with binding iron wire 5 by described the
One c25 pea gravel concreten block 3 is fixed together with described eps block 1 and described top layer bar-mat reinforcement 4, then pours coagulation
Soil 2, and use vibrating head consolidation by vibrating.
A described c25 pea gravel concreten block 3 top setting fluted 8, described groove 8 is stuck on top layer bar-mat reinforcement 4.Institute
State eps block 1 bottom curved.Described 2nd c25 pea gravel concreten block 6 top is provided with arc groove 9.First c25 microlith coagulation
The purpose of the setting at soil block 3 and the 2nd c25 pea gravel concreten block 6 top is provided to fix eps block 1 further.
The present invention can be effectively increased the usable floor area of underground garage, thus increasing the quantity that can stop, meets people couple
The demand of parking problem.And the present invention compares traditional construction process and can save material, and energy-saving and environmental protection of the present invention, save
Construction costs, the reduction of erection time, provides the demonstration guides etc. to act on.The present invention is not only easy and simple to handle, and construction speed is fast, and improves and apply
Working medium amount, reduces construction cost.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail to the present invention with reference to the foregoing embodiments, for a person skilled in the art, it still may be used
To modify to the technical scheme described in foregoing embodiments, or equivalent is carried out to wherein some technical characteristics.
All any modification, equivalent substitution and improvement within the spirit and principles in the present invention, made etc., should be included in the present invention's
Within protection domain.
Claims (4)
1. a kind of pre-buried eps block construction method of Large Underground Parking Space cast-in-site concrete roof plate, including eps block (1), concrete
(2), c25 pea gravel concreten block (3), top layer bar-mat reinforcement (4), binding iron wire (5), the 2nd c25 pea gravel concreten block (6) and
Bottom layer of the reinforcing steel net (7)；It is characterized in that, described bottom layer of the reinforcing steel net (7) is arranged on the bottom of described concrete (2), described top layer
Bar-mat reinforcement (4) is arranged on the top layer of described concrete (2), sets between described top layer bar-mat reinforcement (4) and described bottom layer of the reinforcing steel net (7)
It is equipped with eps block (1), the two bottom sides of described eps block (1) are passed through the 2nd c25 pea gravel concreten block (6) and supported, described eps
The top middle portion of block (1) is passed through c25 pea gravel concreten block (3) and is connected described top layer bar-mat reinforcement (4)；
Including following construction procedure: first bottom layer of the reinforcing steel net (7) is bundled in one with bottom-layer beam using described binding iron wire (5)
Rise, then described 2nd c25 pea gravel concreten block (6) is arranged on described bottom layer of the reinforcing steel net (7), is then injected into a small amount of coagulation
Native (2), are used for fixing described 2nd c25 pea gravel concreten block (6), and use vibrating head consolidation by vibrating concrete (2)；
Then described eps block is arranged on the 2nd c25 pea gravel concreten block (6), and will be described using binding iron wire (5)
Eps block is fixedly connected on described 2nd c25 pea gravel concreten block (6) and bottom layer of the reinforcing steel net (7), and the after-pouring fixing mixes
Concrete (2), to described eps block (1) top, after casting concrete (2), is reinforced by solidifying soil (2) using vibrating head；
Then described c25 pea gravel concreten block (3) is arranged on eps block (1), and will be described with binding iron wire (5)
First c25 pea gravel concreten block (3) is fixed together with described eps block (1) and described top layer bar-mat reinforcement (4), then
Casting concrete (2), and use vibrating head consolidation by vibrating.
2. the pre-buried eps block construction method of a kind of Large Underground Parking Space cast-in-site concrete roof plate according to claim 1, its
It is characterised by, described c25 pea gravel concreten block (3) top arranges fluted (8), and described groove (8) is stuck in top layer reinforcing bar
On net (4).
3. the pre-buried eps block construction method of a kind of Large Underground Parking Space cast-in-site concrete roof plate according to claim 1, its
It is characterised by, described eps block (1) bottom is curved.
4. the pre-buried eps block construction method of a kind of Large Underground Parking Space cast-in-site concrete roof plate according to claim 1, its
It is characterised by, described 2nd c25 pea gravel concreten block (6) top is provided with arc groove (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510382198.9A CN104988950B (en) | 2015-07-03 | 2015-07-03 | Large-scale underground garage cast-in-place concrete roof embedded EPS block construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510382198.9A CN104988950B (en) | 2015-07-03 | 2015-07-03 | Large-scale underground garage cast-in-place concrete roof embedded EPS block construction method |
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| Publication Number | Publication Date |
|---|---|
| CN104988950A CN104988950A (en) | 2015-10-21 |
| CN104988950B true CN104988950B (en) | 2017-01-18 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000008476A (en) * | 1998-07-14 | 2000-02-07 | 유현식 | Construction method of laying culvert paving expanded polysterene block |
| CN101294398A (en) * | 2008-05-23 | 2008-10-29 | 上海广联建设发展有限公司 | Construction method for barrel type underground garage |
| CN201236394Y (en) * | 2008-07-16 | 2009-05-13 | 孙兴正 | Novel EPS energy-saving frame brick |
| KR20090067661A (en) * | 2007-12-21 | 2009-06-25 | 재단법인 포항산업과학연구원 | Cantilever type protection gallery using eps mixed with sand |
| CN104060628A (en) * | 2013-11-05 | 2014-09-24 | 中国建筑第四工程局有限公司 | Manufacturing method and structure for basement floor without crack, leakage and with oversized area |
| CN104278683A (en) * | 2014-09-29 | 2015-01-14 | 浙江普天园林建筑发展有限公司 | Basement roof greening slope filling method |
-
2015
- 2015-07-03 CN CN201510382198.9A patent/CN104988950B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000008476A (en) * | 1998-07-14 | 2000-02-07 | 유현식 | Construction method of laying culvert paving expanded polysterene block |
| KR20090067661A (en) * | 2007-12-21 | 2009-06-25 | 재단법인 포항산업과학연구원 | Cantilever type protection gallery using eps mixed with sand |
| CN101294398A (en) * | 2008-05-23 | 2008-10-29 | 上海广联建设发展有限公司 | Construction method for barrel type underground garage |
| CN201236394Y (en) * | 2008-07-16 | 2009-05-13 | 孙兴正 | Novel EPS energy-saving frame brick |
| CN104060628A (en) * | 2013-11-05 | 2014-09-24 | 中国建筑第四工程局有限公司 | Manufacturing method and structure for basement floor without crack, leakage and with oversized area |
| CN104278683A (en) * | 2014-09-29 | 2015-01-14 | 浙江普天园林建筑发展有限公司 | Basement roof greening slope filling method |
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| Publication number | Publication date |
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| CN104988950A (en) | 2015-10-21 |
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