CN105735542A - Ribbed floor filling body and construction method thereof - Google Patents
Ribbed floor filling body and construction method thereof Download PDFInfo
- Publication number
- CN105735542A CN105735542A CN201610245918.1A CN201610245918A CN105735542A CN 105735542 A CN105735542 A CN 105735542A CN 201610245918 A CN201610245918 A CN 201610245918A CN 105735542 A CN105735542 A CN 105735542A
- Authority
- CN
- China
- Prior art keywords
- building roof
- close rib
- rib building
- ribbed floor
- obturator
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/21—Cross-ribbed floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/24—Elements for building-up floors, ceilings, roofs, arches, or beams
- E04C1/34—Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements
- E04C1/38—Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements in ribbed or cross-ribbed floors, ceilings, or roofs consisting of reinforced concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to a ribbed floor filling body and a construction method thereof. The ribbed floor filling body comprises a body, wherein the body is like an inverted quadrangular frustum pyramid, and the size is matched with a space in the lower part of a ribbed floor; a reinforced net is arranged at the lower part of the body; reinforced heads at the four edges of the reinforced net extend out the side surfaces of the body respectively. During construction, the body and a ribbed floor reinforcing cage are placed appropriately in sequence, and then the reinforced heads are plugged into the reinforcing cage and connected with the reinforcing cage through concrete pouring. The ribbed floor filling body is reasonable in design, simple in structure and convenient to use; not only can the ribbed floor filling body be embedded into the space of the ribbed floor, but also the four edges of the reinforced net arranged in the filling body can be firmly connected to the ribbed floor, so that the ribbed floor filling body can be mounted stably and firmly, and falling and potential safety hazards are avoided.
Description
Technical field
The present invention relates to a kind of building element, the construction method of especially a kind of obturator being applicable to fill rib floor lower space and this obturator, specifically a kind of close rib building roof obturator and construction method thereof.
Background technology
At present, close rib building roof is a kind of flooring form common in building, as shown in Figure 1.In the bottom of close rib building roof, there is up big and down small inverted U space.For meeting the living require-ments of floor heat preservation energy-saving, light material filling block is often adopted to be filled up in the inverted U space of bottom.At present conventional obturator be mostly in factory prefabricated complete after, transport to scene, and loaded by card, the mode filled in the space of rib floor, make bevel friction power that this obturator relies on it up big and down small not drop.But, due to a lot of from the link produced to installing, and this obturator is made up of light material, very easily damaged, cause difficulty to installation process, especially, the binding strength between obturator and floor after breakage is subjected to impact, makes the probability fallen strengthen, there is potential safety hazard.Accordingly, it would be desirable to design is a kind of easy for installation, and it is avoided that the obturator fallen, stops potential safety hazard.
Summary of the invention
It is an object of the invention to for the problem run in current construction, it is provided that a kind of close rib building roof obturator and construction method thereof, it is possible to consolidate with floor and be connected, it is to avoid fall, stop potential safety hazard.
The technical scheme is that
A kind of close rib building roof obturator, including body, described body is the shape of falling truncated rectangular pyramids, and the space of size and close rib building roof bottom adapts；The bottom of described body is provided with reinforced mesh, and the steel bar end on this reinforced mesh four limit stretches out each side of described body, and is inserted in described close rib building roof, is connected by concreting.
Further, described body is made up of light material.
Further, described reinforced mesh is apart from the bottom surface 12 ~ 15mm of described body, and its four limit is stretched out the end of the steel bar end of described body and is upturned 10mm ~ 15mm.
The construction method of a kind of above-mentioned close rib building roof obturator, comprises the following steps:
A. complete to support the bottom shuttering work of flooring；
B. at the upper surface of template with the position of close rib building roof beam for control target, position line, and the position between line is decided to be the lower surface scope of body；
C. body is put into above-mentioned scribing position with up big and down small form；
D. the steel reinforcement cage of close rib building roof beam is put at the periphery of body；
E. mention the body of Primary Location, the steel bar end of its periphery is put into the steel reinforcement cage of close rib building roof beam, body is accurately positioned simultaneously；
F. close rib building roof upper strata Bars In Poured Concrete Slab structure reinforcing bars is laid；
G. build floor concrete, and by vibrated concrete, make concrete be full of space, by coupling together of body and close rib building roof beam slab.
Further, in described step d, the absolute altitude of steel reinforcement cage end opening is the above 20mm of lower die floor elevation.
Beneficial effects of the present invention:
The present invention is reasonable in design, simple in construction, easy to use, can not only embed the space of close rib building roof, but also can be firmly connected with close rib building roof on four limits that be located at its internal reinforced mesh, so that it is guaranteed that it installs firm, it is to avoid fall, stop potential safety hazard.
Accompanying drawing explanation
Fig. 1 is the generalized section of close rib building roof.
Fig. 2 is the structural representation of the present invention.
Wherein: 1-body；2-reinforced mesh；3-steel bar end.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated.
As shown in Figure 2.
A kind of close rib building roof obturator, including body 1.Described body is the up big and down small shape of falling truncated rectangular pyramids, is made up of light material, for instance foamed concrete.The inverted U-shaped space of the size of this body 1 and close rib building roof bottom adapts so that it is can snap in described inverted U-shaped space, and will not drop easily.The bottom of described body 1 is provided with reinforced mesh 2, and the steel bar end 3 on this reinforced mesh 2 four limit stretches out each side of described body 1, and it is inserted in the sidewall in inverted U-shaped space, described close rib building roof bottom, make together with it is securely attached to close rib building roof again through the mode of concreting, thus can effectively prevent obturator from falling, the crack between body 1 and close rib building roof also can be eliminated.
Preferably, described reinforced mesh is apart from the bottom surface 12 ~ 15mm of described body so that it is meet the requirement of durability.Meanwhile, the end of the steel bar end on described reinforced mesh four limit is upturned 10mm ~ 15mm, to guarantee that it can drop on the flank reinforcing bar of close rib building roof.
The construction method of above-mentioned close rib building roof obturator, comprises the following steps:
A. complete to support the bottom shuttering work of flooring；
B. at the upper surface of template with the position of close rib building roof beam for control target, position line, and the position between line is decided to be the lower surface scope of body；
C. body is put into above-mentioned scribing position with up big and down small form；
D. put into the steel reinforcement cage of close rib building roof beam at the periphery of body, and to make the absolute altitude of steel reinforcement cage end opening be above about the 20mm of lower die floor elevation；
E. when the steel reinforcement cage of close rib building roof beam is close to precalculated position, mention the body of Primary Location, the steel bar end of its periphery is put into the steel reinforcement cage of close rib building roof beam, body is accurately positioned simultaneously；
F. close rib building roof upper strata Bars In Poured Concrete Slab structure reinforcing bars is laid；
G. build floor concrete, and by vibrated concrete, make concrete be full of space, by coupling together of body and close rib building roof beam slab.
Part that the present invention does not relate to is all same as the prior art maybe can adopt prior art to be realized.
Claims (5)
1. a close rib building roof obturator, including body, is characterized in that described body is for the shape of falling truncated rectangular pyramids, and the space of size and close rib building roof bottom adapts；The bottom of described body is provided with reinforced mesh, and the steel bar end on this reinforced mesh four limit stretches out each side of described body, and this steel bar end is inserted in described close rib building roof, is connected by concreting.
2. close rib building roof obturator according to claim 1, is characterized in that described body is made up of light material.
3. close rib building roof obturator according to claim 1, is characterized in that described reinforced mesh bottom surface 12 ~ 15mm apart from described body, and its four limit is stretched out the end of the steel bar end of described body and is upturned 10mm ~ 15mm.
4. a construction method for the close rib building roof obturator described in claim 1, is characterized in that comprising the following steps:
A. complete to support the bottom shuttering work of flooring；
B. at the upper surface of template with the position of close rib building roof beam for control target, position line, and the position between line is decided to be the lower surface scope of body；
C. body is put into above-mentioned scribing position with up big and down small form；
D. the steel reinforcement cage of close rib building roof beam is put at the periphery of body；
E. mention the body of Primary Location, the steel bar end of its periphery is put into the steel reinforcement cage of close rib building roof beam, body is accurately positioned simultaneously；
F. close rib building roof upper strata Bars In Poured Concrete Slab structure reinforcing bars is laid；
G. build floor concrete, and by vibrated concrete, make concrete be full of space, by coupling together of body and close rib building roof beam slab.
5. construction method according to claim 4, is characterized in that in described step d, and the absolute altitude of steel reinforcement cage end opening is the above 20mm of lower die floor elevation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610245918.1A CN105735542A (en) | 2016-04-20 | 2016-04-20 | Ribbed floor filling body and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610245918.1A CN105735542A (en) | 2016-04-20 | 2016-04-20 | Ribbed floor filling body and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735542A true CN105735542A (en) | 2016-07-06 |
Family
ID=56254758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610245918.1A Pending CN105735542A (en) | 2016-04-20 | 2016-04-20 | Ribbed floor filling body and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735542A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2522494Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Steel reinforced concrete structure floor |
| CN2695539Y (en) * | 2004-04-16 | 2005-04-27 | 龚友平 | Rib sandwich precast slab |
| CN101220695A (en) * | 2003-12-09 | 2008-07-16 | 邱则有 | Light component for concrete filling |
| CN205557947U (en) * | 2016-04-20 | 2016-09-07 | 南京兴华建筑设计研究院股份有限公司 | Ribbed floor obturator |
-
2016
- 2016-04-20 CN CN201610245918.1A patent/CN105735542A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2522494Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Steel reinforced concrete structure floor |
| CN101220695A (en) * | 2003-12-09 | 2008-07-16 | 邱则有 | Light component for concrete filling |
| CN2695539Y (en) * | 2004-04-16 | 2005-04-27 | 龚友平 | Rib sandwich precast slab |
| CN205557947U (en) * | 2016-04-20 | 2016-09-07 | 南京兴华建筑设计研究院股份有限公司 | Ribbed floor obturator |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160706 |
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| RJ01 | Rejection of invention patent application after publication |