CN208088617U - A kind of large-span concrete cross beam roof system building structure - Google Patents
A kind of large-span concrete cross beam roof system building structure Download PDFInfo
- Publication number
- CN208088617U CN208088617U CN201820207709.2U CN201820207709U CN208088617U CN 208088617 U CN208088617 U CN 208088617U CN 201820207709 U CN201820207709 U CN 201820207709U CN 208088617 U CN208088617 U CN 208088617U
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- cross beam
- roof system
- layer
- pouring layer
- support column
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Abstract
The utility model discloses a kind of large-span concrete cross beam roof system building structure, including support column, the top of the support column is provided with roof system, the bottom of the roof system is provided with cross beam, the both ends of the cross beam are fixedly connected with support column, the top of the roof system is provided with waterproof layer, the bottom end of the waterproof layer is provided with insulating layer, the bottom end of the insulating layer is provided with the first pouring layer, the lower end of first pouring layer is provided with fixed plate, the second pouring layer is provided at the top of the cross beam, it is provided with H-shaped steelframe in second pouring layer, the top of the H-shaped steelframe is connected by the bottom end of supporting rod and fixed plate, the bottom of second pouring layer is provided with protective facing.The cooperation that the utility model passes through roof system and cross beam so that the load of roof system is mainly shared with carrying cross beam more than needed in entire connection structure, is reduced the weight-bearing load of roof system, is improved the safety and reliability of total.
Description
Technical field
The utility model is related to building structure correlative technology field, more particularly to a kind of large-span concrete cross beam roof system
Building structure.
Background technology
With the raising that building function requires, part takes out column formation wide span house cap and has obtained widely answering under construction
With.How large-span heavy-load roof system therein reduces deck-molding, control structure under the premise of ensureing roof structure degree of safety and scratches
Degree is reduced structural cost, is rationally a problem to be solved using space.The concrete cantilevered structure dead weight of large span
Greatly, structural section is larger, such as bears the weight of curtain wall enclosed structure again, then can give the bearing capacity of concrete overhanging component more
Harsh requirement, be easy to cause damage.Therefore, it is above-mentioned to solve to invent a kind of large-span concrete cross beam roof system building structure
Problem is necessary.
Utility model content
It is above-mentioned to solve the purpose of this utility model is to provide a kind of large-span concrete cross beam roof system building structure
The problem of being proposed in background technology.
To achieve the above object, the utility model provides the following technical solutions：A kind of large-span concrete cross beam roof system
The top of building structure, including support column, the support column is provided with roof system, and the bottom of the roof system is provided with cross beam, institute
The both ends for stating cross beam are fixedly connected with support column, and the top of the roof system is provided with waterproof layer, the bottom end of the waterproof layer
It is provided with insulating layer, the bottom end of the insulating layer is provided with the first pouring layer, and the lower end of first pouring layer is provided with fixation
Plate is provided with the second pouring layer at the top of the cross beam, H-shaped steelframe, the H-shaped steelframe is provided in second pouring layer
Top by the bottom end of supporting rod and fixed plate connect, the bottom of second pouring layer is provided with protective facing.
Preferably, the top of second pouring layer is provided with elastic connection layer, the top of the elastic connection layer with it is solid
Fixed board is fitted and connected.
Preferably, the supporting rod is provided with multiple, multiple supporting rod rectangular array distributions.
The technique effect and advantage of the utility model：The utility model is provided with H-shaped steelframe in cross beam, in H-shaped steel
The top of frame is provided with supporting rod, and supporting rod is connect with fixed plate, passes through the cooperation of roof system and cross beam so that entire connection knot
The load of roof system is mainly shared with carrying cross beam more than needed in structure, reduces the weight-bearing load of roof system, is improved entire
The safety and reliability of structure.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model.
Fig. 2 is the utility model nine-squares beam structure diagrammatic cross-section.
In figure：Support column 1, roof system 2, cross beam 3, waterproof layer 4, insulating layer 5, the first pouring layer 6, fixed plate 7, elasticity are even
Connect layer 8, the second pouring layer 9, H-shaped steelframe 10, supporting rod 11, protective facing 12.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Meanwhile cited such as "upper" in this specification ", "lower", "left", "right", " centre " and " one " term, also
Only being illustrated for ease of narration, rather than to limit the enforceable range of the utility model, relativeness is altered or modified,
In the case where changing technology contents without essence, when being also considered as the enforceable range of the utility model.
The utility model provides a kind of large-span concrete cross beam roof system building structure as shown in Figs. 1-2, including
Support column 1, the top of support column 1 are provided with roof system 2, and the bottom of roof system 2 is provided with cross beam 3, the both ends of cross beam 3 with branch
Dagger 1 is fixedly connected, and the top of roof system 2 is provided with waterproof layer 4, and the bottom end of waterproof layer 4 is provided with insulating layer 5, the bottom of insulating layer 5
End is provided with the first pouring layer 6, and the lower end of the first pouring layer 6 is provided with fixed plate 7, and the top of cross beam 3 is provided with second and pours
Layer 9 is built, is provided with H-shaped steelframe 10 in the second pouring layer 9, the bottom end that the top of H-shaped steelframe 10 passes through supporting rod 11 and fixed plate 7
Connection, the bottom of the second pouring layer 9 is provided with protective facing 12.
The top of second pouring layer 9 is provided with elastic connection layer 8, top and 7 company of fitting of fixed plate of elastic connection layer 8
It connects；Supporting rod 11 is provided with multiple, 11 rectangular array of multiple supporting rods distribution.
The utility model is provided with H-shaped steelframe 10 in cross beam 3, and the top of H-shaped steelframe 10 is provided with supporting rod 11,
Supporting rod 11 is connect with fixed plate 7, passes through the cooperation of roof system 2 and cross beam 3 so that the load of roof system 2 in entire connection structure
It is mainly shared with carrying cross beam 3 more than needed, reduces the weight-bearing load of roof system 2, improve the safety of total
And reliability.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it still can be with technical scheme described in the above embodiments is modified, or to which part technical characteristic
Equivalent replacement is carried out, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (3)
1. a kind of large-span concrete cross beam roof system building structure, including support column (1), it is characterised in that：The support column
(1) top is provided with roof system (2), and the bottom of the roof system (2) is provided with cross beam (3), and the both ends of the cross beam (3) are equal
It is fixedly connected with support column (1), the top of the roof system (2) is provided with waterproof layer (4), the bottom end setting of the waterproof layer (4)
There are insulating layer (5), the bottom end of the insulating layer (5) to be provided with the first pouring layer (6), the lower end of first pouring layer (6) is set
It is equipped with fixed plate (7), the second pouring layer (9) is provided at the top of the cross beam (3), is arranged in second pouring layer (9)
There are H-shaped steelframe (10), the top of the H-shaped steelframe (10) to be connect with the bottom end of fixed plate (7) by supporting rod (11), described
The bottom of two pouring layer (9) is provided with protective facing (12).
2. a kind of large-span concrete cross beam roof system building structure according to claim 1, it is characterised in that：Described
The top of two pouring layer (9) is provided with elastic connection layer (8), top and fixed plate (7) company of fitting of the elastic connection layer (8)
It connects.
3. a kind of large-span concrete cross beam roof system building structure according to claim 1, it is characterised in that：The branch
Strut (11) is provided with multiple, multiple supporting rod (11) rectangular array distributions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820207709.2U CN208088617U (en) | 2018-02-07 | 2018-02-07 | A kind of large-span concrete cross beam roof system building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820207709.2U CN208088617U (en) | 2018-02-07 | 2018-02-07 | A kind of large-span concrete cross beam roof system building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088617U true CN208088617U (en) | 2018-11-13 |
Family
ID=64063582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820207709.2U Expired - Fee Related CN208088617U (en) | 2018-02-07 | 2018-02-07 | A kind of large-span concrete cross beam roof system building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088617U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118187351A (en) * | 2024-05-14 | 2024-06-14 | 中建八局第三建设有限公司天津分公司 | Concrete inclined cross Liang Wugai building structure |
-
2018
- 2018-02-07 CN CN201820207709.2U patent/CN208088617U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118187351A (en) * | 2024-05-14 | 2024-06-14 | 中建八局第三建设有限公司天津分公司 | Concrete inclined cross Liang Wugai building structure |
| CN118187351B (en) * | 2024-05-14 | 2024-07-05 | 中建八局第三建设有限公司天津分公司 | Concrete inclined cross Liang Wugai building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190612 Address after: 350300 No. 1, Ximen Excellent Road, Yinxi Town, Fuzhou City, Fujian Province Patentee after: Fujian Excellent Construction Engineering Development Co., Ltd. Address before: 312500 Yulin Street, Xinchang County, Shaoxing City, Zhejiang Province, 14-2 Cunshang Street, Daming City Patentee before: Xinchang Su fan Software Technology Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181113 Termination date: 20200207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |