CN206655311U - A kind of prefabricated assembling type reinforced concrete floats window member - Google Patents
A kind of prefabricated assembling type reinforced concrete floats window member Download PDFInfo
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- CN206655311U CN206655311U CN201720235514.4U CN201720235514U CN206655311U CN 206655311 U CN206655311 U CN 206655311U CN 201720235514 U CN201720235514 U CN 201720235514U CN 206655311 U CN206655311 U CN 206655311U
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- window
- windowsill
- reinforcing bar
- side window
- vertical reinforcing
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Abstract
Floatd window member the utility model discloses a kind of prefabricated assembling type reinforced concrete, side window is symmetricly set on the both sides of windowsill, the bottom surface of windowsill has poured steel bar stress, bend reinforcement, vertical reinforcing bar and the lines that drip are respectively arranged with the inside of side window, the lines that drip are provided between bend reinforcement and vertical reinforcing bar, roof window is connected with the top of side window, cableway is provided with the inside of roof window, cableway is fixed with roof window and poured, and the opposite side of roof window is arranged to installation and begun to speak；This prefabricated assembling type reinforced concrete floats window member, side window provides multiple reserved steel bars, it need to only be connected during installation with cast-in-place wall beam and form an entirety, multiple joint faces strengthen stability, rational in infrastructure, it is easy for installation, windowsill, side window and roof window pour one-shot forming by armored concrete, save the construction technology of live complexity, effectively shorten man-hour, degree of risk when reduction that can also be suitably is constructed, improves safety guarantee.
Description
Technical field
House decoration technical field is the utility model is related to, specially a kind of prefabricated assembling type reinforced concrete floats window structure
Part.
Background technology
In general window is made within the vertical plane of wall, if window is projected into outside wall, just into floaing
Window, the window that floats of current trend can be generally divided into two kinds of forms, the first be it is with the level, it is another then be landing, float window
Not only there is function, the alien invasions for returning the commercial house such as daylighting and the ventilation of increase house type to add building glamour, the window that floats is existing
Have a kind of windowsill very universal in house decoration, it is handsome in appearance, and resource utilization is higher, the general rectangular and trapezoidal shapes of the window that floats to
Outdoor raised, three faces are equipped with glass, bulk daylighting glass and spacious windowsill, people is had the broader visual field, more assign
Life is given with romantic warm color, but the existing window that floats builds base in house, it is in construction process and remarkable, conversely also more
Waste time and energy, and there is certain danger, can be that production operation brings many inconvenience.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated assembling type reinforced concrete and floatd window member, possesses manufacture, dress
With simplicity, be connected firmly, save the engineering time the characteristics of, to solve the problems, such as to be previously mentioned in above-mentioned background technology.
To achieve the above object, the utility model provides following technical scheme：A kind of prefabricated assembling type reinforced concrete floats
Window member, including windowsill, side window, roof window and installation are begun to speak, and the side of the windowsill is provided with side window, and side window is symmetricly set on window
The both sides of platform, bend reinforcement, vertical reinforcing bar and the lines that drip, the bend reinforcement and vertical steel are respectively arranged with the inside of side window
Muscle opposition is set, and bend reinforcement is arranged on the outside of vertical reinforcing bar, the lines that drip are provided between bend reinforcement and vertical reinforcing bar,
The lines that drip are connected with roof window, the inner side of the roof window by extending to the bottom of side window at the top of side window at the top of side window
Cableway is provided with, cableway is fixed with roof window and poured, and the opposite side of roof window is arranged to installation and begun to speak, and installation is begun to speak in four
Side shape, the four edges begun to speak of installing are fixedly connected with windowsill, side window, roof window respectively, and it is fenestrate to install the bottom surface connection begun to speak
Platform, the bottom surface of windowsill also pour the consistent steel bar stress of multigroup Type Diameter, and the steel bar stress is fixedly connected with windowsill, by
Power reinforcing bar is uniformly arranged in the bottom surface of windowsill.
Preferably, the windowsill, side window and roof window pour one-shot forming, windowsill, side window and roof window by armored concrete
Surfaces externally and internally by plastering processing, windowsill, side window and roof window junction do not produce gap.
Preferably, the consistent bend reinforcement of multigroup model and vertical reinforcing bar, bend reinforcement are provided with the inside of the side window
It is fixedly connected respectively with side window with vertical reinforcing bar, and bend reinforcement and vertical reinforcing bar are intervally arranged in the interior edge of side window.
Preferably, the section that the installation is begun to speak is stepped.
Preferably, the length of the steel bar stress is more than bend reinforcement, the length of vertical reinforcing bar, bend reinforcement, vertical steel
Muscle, cableway are vertical with windowsill holding with windowsill keeping parallelism, steel bar stress.
Preferably, the steel bar stress, bend reinforcement, vertical reinforcing bar and cableway use heat-treated steel bar, surrender
Strength standard value is 400MPa, modulus of elasticity 200GPa.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, prefabricated assembling type reinforced concrete of the present utility model floats window member, and side window is symmetricly set on the both sides of windowsill,
Bend reinforcement, vertical reinforcing bar and the lines that drip are respectively arranged with the inside of side window, bend reinforcement and vertical reinforcing bar opposition are set, side
Bend reinforcement and vertical reinforcing bar are provided with the inside of window, bend reinforcement and vertical reinforcing bar are intervally arranged in the interior edge of side window, side window
Multiple reserved steel bars are provided, need to only be connected with cast-in-place wall beam and form an entirety during installation, design is simple, rational in infrastructure,
Easy for installation, cost is cheap, and the lines that drip are provided between bend reinforcement and vertical reinforcing bar, lines one-shot forming of dripping, can
The effective draining of current is combed, roof window is connected with the top of side window, cableway, cableway and roof window is provided with the inside of roof window
Fixation is poured, and the opposite side of roof window is arranged to installation and begun to speak, and installation is begun to speak in quadrangle, and it is stepped to install the section begun to speak,
It is easy to the installment work of follow-up windowpane, windowpane installation is more firm, is not easy to loosen, and it is fenestrate to install the bottom surface connection begun to speak
Platform, the bottom surface of windowsill have also poured steel bar stress, bend reinforcement, vertical reinforcing bar, cableway with windowsill keeping parallelism, stress
Reinforcing bar is vertical with windowsill holding, and structure is more reasonable, and multiple joint faces strengthen stability.
2nd, prefabricated assembling type reinforced concrete of the present utility model floats window member, the underrun steel bar stress of windowsill with it is existing
Pour wall beam to be fixedly connected, steel bar stress, bend reinforcement, vertical reinforcing bar and cableway use heat-treated steel bar, yield strength
Height, carrying is higher, and house is built safer, and steel bar stress is fixedly connected with windowsill, and steel bar stress is uniform in the bottom surface of windowsill
Arrangement, multiple steel bar stress uniform stresseds, windowsill, side window and roof window pour one-shot forming, windowsill, side window by armored concrete
It can be in advance made with roof window, and save the float formwork of window, assembling reinforcement, the complexity of rear pouring concrete of live pouring concrete and apply
Work technique, it can effectively shorten man-hour, degree of risk when reduction that can also be suitably is constructed, raising safety guarantee, windowsill,
For the surfaces externally and internally of side window and roof window by processing of plastering, avoiding needs secondary rendering after cast-in-place concrete pours, prefabricated to float
Window exempts to plaster, and further shortens man-hour, and windowsill, side window and roof window junction do not produce gap, can effectively prevent rainwater,
The gap that vapour transmission floats between window is got in, and improves integrally-built sealing.
Brief description of the drawings
Fig. 1 is the utility model of the whole structure diagram；
Fig. 2 is the utility model side view；
Fig. 3 is the utility model windowsill bottom surface structure figure.
In figure：1 windowsill, 11 steel bar stresses, 2 side windows, 21 bend reinforcements, 22 vertical reinforcing bars, 23 are dripped lines, 3 roof windoves, 31
Cableway, 4 installations are begun to speak.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to Fig. 1-3, a kind of prefabricated assembling type reinforced concrete floats window member, including windowsill 1, side window 2, the and of roof window 3
Installation begins to speak 4, and the side of windowsill 1 is provided with side window 2, and side window 2 is symmetricly set on the both sides of windowsill 1, and the inner side of side window 2 is set respectively
It is equipped with bend reinforcement 21, vertical reinforcing bar 22 and the lines 23 that drip, bend reinforcement 21 and the opposition of vertical reinforcing bar 22 is set, bend reinforcement
21 and vertical reinforcing bar 22 coordinate jointly and pour, reinforce metope connective stability, it is consistent that the inner side of side window 2 is provided with multigroup model
Bend reinforcement 21 and vertical reinforcing bar 22, bend reinforcement 21 and vertical reinforcing bar 22 are fixedly connected with side window 2 respectively, and bend reinforcement 21
It is intervally arranged with vertical reinforcing bar 22 in the interior edge of side window 2, side window 2 provides multiple reserved steel bars, only need to be with cast-in-place wall beam during installation
It is connected and forms an entirety, design is simple, and rational in infrastructure, easy for installation, cost is cheap, and bend reinforcement 21 is arranged on vertical
The outside of reinforcing bar 22, the lines 23 that drip are provided between bend reinforcement 21 and vertical reinforcing bar 22, the one-shot forming of lines 23 of dripping, energy
The effective draining of current is enough combed, the lines 23 that drip are extended to the bottom of side window 2 by the top of side window 2, and the top of side window 2 is connected with
Roof window 3, the inner side of roof window 3 are provided with cableway 31, and cableway 31 is fixed with roof window 3 and poured, and the opposite side of roof window 3 is set
4 are begun to speak for installation, and it 4 be in quadrangle that installation, which is begun to speak, and begin to speak 4 four edges of installation fix company with windowsill 1, side window 2, roof window 3 respectively
Connect, installation begin to speak 4 section it is stepped, be easy to the installment work of follow-up windowpane, windowpane installation is more firm, is not easy pine
Dynamic, begin to speak 4 bottom surface of installation is connected with windowsill 1, and the bottom surface of windowsill 1 also pours the consistent steel bar stress of multigroup Type Diameter
11, the length of steel bar stress 11 is more than bend reinforcement 21, the length of vertical reinforcing bar 22, bend reinforcement 21, vertical reinforcing bar 22, erects
Reinforcing bar 31 keeps vertical with the keeping parallelism of windowsill 1, steel bar stress 11 with windowsill 1, and structure is more reasonable, and multiple joint faces are strengthened
Stability, the underrun steel bar stress 11 of windowsill 1 are fixedly connected with cast-in-place wall beam, multiple uniform stresseds of steel bar stress 11, by
Power reinforcing bar 11, bend reinforcement 21, vertical reinforcing bar 22 and cableway 31 use heat-treated steel bar, yield strength standard value
400MPa, modulus of elasticity 200GPa, carrying is higher, and house is built safer, and steel bar stress 11 is fixedly connected with windowsill 1, by
Power reinforcing bar 11 is uniformly arranged in the bottom surface of windowsill 1, and windowsill 1, side window 2 and roof window 3 pour one-shot forming, window by armored concrete
Platform 1, side window 2 and roof window 3 can be made in advance, and save live pouring concrete float the formwork of window, assembling reinforcement, after pour coagulation
The complicated construction technique of soil, can effectively shorten man-hour, degree of risk when reduction that can also be suitably is constructed, improve safety
Ensure, for the surfaces externally and internally of windowsill 1, side window 2 and roof window 3 by processing of plastering, avoiding after cast-in-place concrete pours needs two
Secondary rendering, the prefabricated window that floats exempt to plaster, and further shorten man-hour, and windowsill 1, side window 2 and the junction of roof window 3 do not produce gap, can
Effectively to prevent rainwater, the vapour transmission gap between window of floaing from getting in, integrally-built sealing is improved.
In summary：This prefabricated assembling type reinforced concrete floats window member, and side window 2 is symmetricly set on the both sides of windowsill 1, side
The inner side of window 2 is respectively arranged with bend reinforcement 21, vertical reinforcing bar 22 and the lines 23 that drip, bend reinforcement 21 and vertical reinforcing bar 22 exist
The interior edge of side window 2 is intervally arranged, and side window 2 provides multiple reserved steel bars, need to only be connected with cast-in-place wall beam during installation and form one
Individual entirety, design is simple, rational in infrastructure, easy for installation, and the lines 23 that drip are provided between bend reinforcement 21 and vertical reinforcing bar 22,
The top of side window 2 is connected with roof window 3, and the inner side of roof window 3 is provided with cableway 31, and cableway 31 is fixed with roof window 3 and poured,
The opposite side of roof window 3 is arranged to installation and begins to speak 4, and it 4 be in quadrangle that installation, which is begun to speak, install begin to speak 4 section it is stepped, after being easy to
The installment work of continuous windowpane, windowpane installation more fasten, are not easy to loosen, bend reinforcement 21, vertical reinforcing bar 22, cableway
31 keep vertical with the keeping parallelism of windowsill 1, steel bar stress 11 with windowsill 1, and structure is more reasonable, and multiple joint faces are strengthened stable
Property, the underrun steel bar stress 11 of windowsill 1 are fixedly connected with cast-in-place wall beam, steel bar stress 11, bend reinforcement 21, vertical reinforcing bar
22 and cableway 31 use heat-treated steel bar, yield strength is high, and carrying is higher, and house builds safer, steel bar stress
11 are fixedly connected with windowsill 1, and steel bar stress 11 is uniformly arranged in the bottom surface of windowsill 1, multiple uniform stresseds of steel bar stress 11, windowsill
1st, side window 2 and roof window 3 pour one-shot forming by armored concrete, and windowsill 1, side window 2 and roof window 3 can be made in advance, and
Save live pouring concrete to float the formwork of window, assembling reinforcement, the complicated construction technique of rear pouring concrete, can effectively shorten work
When, degree of risk when reduction that can also be suitably is constructed, improve safety guarantee, the surfaces externally and internally of windowsill 1, side window 2 and roof window 3
By processing of plastering, avoiding needs secondary rendering after cast-in-place concrete pours, the prefabricated window that floats exempts to plaster, and further shortens work
When, windowsill 1, side window 2 and the junction of roof window 3 do not produce gap, can effectively prevent that rainwater, vapour transmission from floaing the seam between window
Gap is got in, and improves integrally-built sealing.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
- The window member 1. a kind of prefabricated assembling type reinforced concrete floats, including windowsill (1), side window (2), roof window (3) and installation are begun to speak (4), it is characterised in that：The side of the windowsill (1) is provided with side window (2), and side window (2) is symmetricly set on the both sides of windowsill (1), Bend reinforcement (21), vertical reinforcing bar (22) and the lines that drip (23), the bend reinforcement are respectively arranged with the inside of side window (2) (21) set with vertical reinforcing bar (22) opposition, bend reinforcement (21) is arranged on the outside of vertical reinforcing bar (22), bend reinforcement (21) The lines that drip (23) are provided between vertical reinforcing bar (22), the lines that drip (23) at the top of side window (2) by extending to side The bottom of window (2), roof window (3) is connected with the top of side window (2), cableway (31), frame are provided with the inside of the roof window (3) Vertical reinforcing bar (31) pours with roof window (3) fixation, and the opposite side of roof window (3) is arranged to installation and begun to speak (4), and installation begins to speak (4) in four Side shape, the begin to speak four edges of (4) of the installation are fixedly connected with windowsill (1), side window (2), roof window (3) respectively, and installation is begun to speak (4) Bottom surface be connected with windowsill (1), the bottom surface of windowsill (1) also pours the consistent steel bar stress of multigroup Type Diameter (11), described Steel bar stress (11) is fixedly connected with windowsill (1), and steel bar stress (11) is uniformly arranged in the bottom surface of windowsill (1).
- The window member 2. a kind of prefabricated assembling type reinforced concrete according to claim 1 floats, it is characterised in that：The windowsill (1), side window (2) and roof window (3) pour one-shot forming by armored concrete, windowsill (1), side window (2) and roof window (3) it is inside and outside By processing of plastering, windowsill (1), side window (2) and roof window (3) junction do not produce gap on surface.
- The window member 3. a kind of prefabricated assembling type reinforced concrete according to claim 1 floats, it is characterised in that：The side window (2) the consistent bend reinforcement of multigroup model (21) and vertical reinforcing bar (22), bend reinforcement (21) and vertical steel are provided with the inside of Muscle (22) is fixedly connected with side window (2) respectively, and bend reinforcement (21) and vertical reinforcing bar (22) are arranged at the interior edge interval of side window (2) Cloth.
- The window member 4. a kind of prefabricated assembling type reinforced concrete according to claim 1 floats, it is characterised in that：The installation Begin to speak (4) section it is stepped.
- The window member 5. a kind of prefabricated assembling type reinforced concrete according to claim 1 floats, it is characterised in that：The stress The length of reinforcing bar (11) be more than bend reinforcement (21), the length of vertical reinforcing bar (22), bend reinforcement (21), vertical reinforcing bar (22), Cableway (31) is vertical with windowsill (1) holding with windowsill (1) keeping parallelism, steel bar stress (11).
- The window member 6. a kind of prefabricated assembling type reinforced concrete according to claim 1 floats, it is characterised in that：The stress Reinforcing bar (11), bend reinforcement (21), vertical reinforcing bar (22) and cableway (31) use heat-treated steel bar, yield strength standard It is worth for 400MPa, modulus of elasticity 200GPa.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720235514.4U CN206655311U (en) | 2017-03-10 | 2017-03-10 | A kind of prefabricated assembling type reinforced concrete floats window member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720235514.4U CN206655311U (en) | 2017-03-10 | 2017-03-10 | A kind of prefabricated assembling type reinforced concrete floats window member |
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| Publication Number | Publication Date |
|---|---|
| CN206655311U true CN206655311U (en) | 2017-11-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720235514.4U Expired - Fee Related CN206655311U (en) | 2017-03-10 | 2017-03-10 | A kind of prefabricated assembling type reinforced concrete floats window member |
Country Status (1)
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| CN (1) | CN206655311U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360664A (en) * | 2018-02-02 | 2018-08-03 | 新土木（大连）建筑设计院有限公司 | A kind of hollow slab floats window and preparation method thereof |
| CN112901021A (en) * | 2021-01-19 | 2021-06-04 | 陕西中天建筑工业有限公司 | Prefabricated bay window and processing technology thereof |
| CN115788077A (en) * | 2022-12-15 | 2023-03-14 | 广州珠江外资建筑设计院有限公司 | Construction method of prefabricated concrete bay window with pre-bound upper beam steel bars |
-
2017
- 2017-03-10 CN CN201720235514.4U patent/CN206655311U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360664A (en) * | 2018-02-02 | 2018-08-03 | 新土木（大连）建筑设计院有限公司 | A kind of hollow slab floats window and preparation method thereof |
| CN112901021A (en) * | 2021-01-19 | 2021-06-04 | 陕西中天建筑工业有限公司 | Prefabricated bay window and processing technology thereof |
| CN115788077A (en) * | 2022-12-15 | 2023-03-14 | 广州珠江外资建筑设计院有限公司 | Construction method of prefabricated concrete bay window with pre-bound upper beam steel bars |
| CN115788077B (en) * | 2022-12-15 | 2023-09-15 | 广州珠江外资建筑设计院有限公司 | Construction method for prefabricated concrete bay window with upper beam reinforced bars bound in advance |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 Termination date: 20180310 |
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| CF01 | Termination of patent right due to non-payment of annual fee |