CN201883567U - Anti-seepage building structure system - Google Patents
Anti-seepage building structure system Download PDFInfo
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- CN201883567U CN201883567U CN2010206568735U CN201020656873U CN201883567U CN 201883567 U CN201883567 U CN 201883567U CN 2010206568735 U CN2010206568735 U CN 2010206568735U CN 201020656873 U CN201020656873 U CN 201020656873U CN 201883567 U CN201883567 U CN 201883567U
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- concrete structure
- percolation
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Abstract
The utility model provides an anti-seepage building structure system, comprising an external wall and an internal wall, wherein the external wall comprises a reinforced concrete structure wall and a masonry filling wall; the reinforced concrete structure wall is bonded with the masonry filling wall by concrete; and the reinforced concrete structure wall or the combination of the reinforced concrete structure wall and the masonry filling wall is used as the inner wall. As for the anti-seepage building structure system, the reinforced concrete structure wall constituting the outer wall has strong anti-seepage reliability, furthermore, the reinforced concrete structure wall can be combined with the masonry filling wall so that the building cost can be reduced; and furthermore, the anti-seepage function can be increased greatly by applying the reinforced concrete structure wall to the internal wall.
Description
Technical field
The utility model relates to construction engineering technical field, relates in particular to a kind of architectural structural system of percolation-proof.
Background technology
At present, some sub-districts are after throwing in use, and the external wall seepage phenomenon is comparatively outstanding.And search maintenance infiltration point after the external wall seepage, destroy outdoor, interior decoration, and owner's democratic meeting caused very big inconvenience.
Wherein, the phenomenon of outer surface of wall infiltration is comparatively general, mainly concentrates on window and body of wall junction, different materials for walls junction, new and old body of wall junction or back filling-up hole mouth periphery.The reason of outer surface of wall infiltration is comparatively complicated, mainly contain following some: the materials for wall difference, it is asynchronous to expand with heat and contract with cold, when season, replacement or day and night temperature were big, body of wall junction cracking, as the junction (apart from the perps infiltration of reveal certain distance) of steel bar concrete wall column and masonry infilled wall, at the bottom of the reinforced concrete beam and the junction of masonry infilled wall (body of wall is in the horizontal joint infiltration at place, floor top); Filling-up hole is filled leakiness after the box out of masonry infilled wall metope, or the masonry infilled wall mortar joint penetrating passage of full formation not.(the infiltration point of the irregular distribution of metope); Exterior wall window week and combining of wall are dealt with the penetrating passage (infiltration under the window frame periphery, particularly windowsill) of formation improperly.
In the prior art, application number is flat roof and the technology thereof that 95110703.8 Chinese patent has been announced a kind of waterproof heat-insulating, application number is the job practices that 0012762.4 Chinese patent has been announced a kind of monolithic roofing, above-mentioned patent all provides the processing method of roof waterproof, but does not take measures for the exterior wall of easier generation infiltration.
In addition, the inner wall surface in bathroom chance water frequency is very high, and the room high humidity is if adopt masonry walls cognition to make the probability of water percolation of wall become big.
The utility model content
The utility model provides a kind of architectural structural system of percolation-proof, is used to solve exterior wall or other meet the seepage problem of the high body of wall of water frequencies.
The architectural structural system of a kind of percolation-proof that the utility model provides, comprise exterior wall and interior wall, described exterior wall comprises reinforced concrete structure wall and masonry infilled wall, described reinforced concrete structure wall and described masonry infilled wall are by the concrete adhesion, and described interior wall adopts the combination of reinforced concrete structure wall or reinforced concrete structure wall and masonry infilled wall.
Preferably, the length of the metope vertical direction of the length of the metope horizontal direction of described reinforced concrete structure wall and described reinforced concrete structure wall is approaching.
Preferably, described reinforced concrete structure wall has the scaffold eye, and described scaffold eye uses the thin real concrete of mixing expansion agent to tamp.
Preferably, described exterior wall also comprises cuts the concrete wall entirely, and the described concrete wall of cutting entirely links to each other with described reinforced concrete structure wall by arrangement of reinforcement.
Preferably, described masonry infilled wall is a brick wall body.
Preferably, the material that uses of the described body of wall of laying bricks is the secondary porous brick.
The architectural structural system of a kind of percolation-proof that the utility model provides, the reinforced concrete structure wall percolation-proof good reliability that its exterior wall comprises, and in conjunction with masonry infilled wall structure building costs is reduced, in addition, interior wall adopts the reinforced concrete structure wall to increase the percolation-proof function greatly.
Further, the length of the metope vertical direction of the length of the metope horizontal direction of described reinforced concrete structure wall and described reinforced concrete structure wall is approaching.Therefore the rigidity of horizontal direction is approaching and satisfy the regulation and stipulation value with the rigidity of vertical direction.
Description of drawings
The structural representation of the architectural structural system of a kind of percolation-proof that Fig. 1 provides for the utility model embodiment.
The specific embodiment
Be described in further detail below in conjunction with the architectural structural system of the drawings and specific embodiments a kind of percolation-proof that the utility model proposes.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that accompanying drawing all adopts very the form of simplifying and all uses non-ratio accurately, only be used for conveniently, the purpose of aid illustration the utility model embodiment lucidly.
Core concept of the present utility model is, a kind of architectural structural system of percolation-proof is provided, the reinforced concrete structure wall percolation-proof good reliability that described external wall comprises, and building costs is reduced in conjunction with masonry infilled wall structure, in addition, interior wall adopts the reinforced concrete structure wall to increase the percolation-proof function greatly.
Please refer to Fig. 1, the structural representation of the architectural structural system of a kind of percolation-proof that it provides for the utility model embodiment.The architectural structural system 10 of percolation-proof, comprise exterior wall 11 and interior wall 12, described exterior wall 11 comprises reinforced concrete structure wall 111 and masonry infilled wall 112, described reinforced concrete structure wall 111 passes through concrete (not shown) adhesion with described masonry infilled wall 112, and described interior wall 12 adopts the combination of reinforced concrete structure walls 121 or reinforced concrete structure wall 121 and masonry infilled wall 122.
Described exterior wall 11 is when building, the at first whole reinforced concrete structure wall 111 that waters, in the whole generation that should avoid bubble when watering reinforced concrete structure wall 111, so that reinforced concrete structure wall 111 plays the effect of better percolation-proof, secondly build masonry infilled wall 112 by reinforced concrete structure wall 111, use concrete to fill out between reinforced concrete structure wall 111 and masonry infilled wall 112 at last, reinforced concrete structure wall 111 and masonry infilled wall 112 are combined closely.In the present embodiment, described masonry infilled wall 112 is a brick wall body, and the material that the body of wall of laying bricks uses is the secondary porous brick.Reinforced concrete structure wall 111 percolation-proof abilities in the exterior wall 11 are strong, and in conjunction with the use of secondary porous brick building costs reduced.
When building operations, need scaffold erecting, and after the engineering end, reinforced concrete structure wall 111 has the scaffold eye behind the dismounting scaffold, in the present embodiment, the scaffold eye in the described reinforced concrete structure wall 111 uses the thin real concrete of mixing expansion agent to tamp.
In the present embodiment, described exterior wall 11 also comprises cuts concrete wall 113 entirely, and the described concrete wall 113 of cutting entirely links to each other with described reinforced concrete structure wall 111 by arrangement of reinforcement, the described effectively ability to bear of enhanced level load of concrete wall 113 of cutting entirely.
The architectural structural system 10 of described percolation-proof also comprises coupling beam, coupling beam is for guaranteeing that institute's syndeton member can be with the cooperative beam of a definite form, compared with prior art, the utility model has increased the height of described coupling beam, the height that makes described coupling beam is greater than the described height of cutting concrete wall 113 entirely, convenient for hereinafter describing, described coupling beam is higher than described part of cutting concrete wall 113 entirely is called coupling beam height increase place 114, by described coupling beam height increase place 114 the building integral performance is strengthened.
Described masonry infilled wall 112 is a brick wall body, and in the present embodiment, the material that the described body of wall of laying bricks uses is the secondary porous brick.The combination that the high interior wall of water frequency adopts reinforced concrete structure wall 121 or reinforced concrete structure wall 121 and masonry infilled wall 122 is met in bathrooms etc.Utilize the preferable percolation-proof effect of reinforced concrete structure wall 121, the use value of interior wall is promoted, in the present embodiment, in order to play best percolation-proof effect, the interior wall in bathroom adopts reinforced concrete structure wall 121, maximally utilises steel bar concrete and plays percolation-proof effect.
Housing construction mostly is rectangle, the length of the horizontal direction of reinforced concrete structure wall 111 can be a lot of greatly than the length of vertical direction, thereby cause the rigidity of horizontal direction to surpass the regulation and stipulation value greater than the rigidity of vertical direction, therefore, the length of the metope vertical direction of the length of the metope horizontal direction of described reinforced concrete structure wall 111 and described reinforced concrete structure wall 111 is approaching.In addition, slacken the rigidity of horizontal direction coupling beam in structural analysis, the concrete under the windowsill is carried out secondary build, this part concrete is only established the reinforcing bar of resisting temperature crack, is not counted in structural entity and calculates.
Though the utility model discloses as above with preferred embodiment, the utility model is not to be defined in this.Any those skilled in the art in not breaking away from spirit and scope of the present utility model, all can do various changes and modification, and therefore protection domain of the present utility model should be as the criterion with claim institute restricted portion.
Claims (6)
1. the architectural structural system of a percolation-proof, comprise exterior wall and interior wall, it is characterized in that, described exterior wall comprises reinforced concrete structure wall and masonry infilled wall, described reinforced concrete structure wall and described masonry infilled wall are by the concrete adhesion, and described interior wall adopts the combination of reinforced concrete structure wall or reinforced concrete structure wall and masonry infilled wall.
2. the architectural structural system of a kind of percolation-proof as claimed in claim 1 is characterized in that, the length of the length of the metope horizontal direction of described reinforced concrete structure wall and the metope vertical direction of described reinforced concrete structure wall is approaching.
3. the architectural structural system of a kind of percolation-proof as claimed in claim 1 is characterized in that, described reinforced concrete structure wall has the scaffold eye, and described scaffold eye uses the thin real concrete of mixing expansion agent to tamp.
4. the architectural structural system of a kind of percolation-proof as claimed in claim 1 is characterized in that, described exterior wall also comprises cuts the concrete wall entirely, and the described concrete wall of cutting entirely links to each other with described reinforced concrete structure wall by arrangement of reinforcement.
5. the architectural structural system of a kind of percolation-proof as claimed in claim 1 is characterized in that, described masonry infilled wall is a brick wall body.
6. the architectural structural system of a kind of percolation-proof as claimed in claim 5 is characterized in that, the material that the described body of wall of laying bricks uses is the secondary porous brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206568735U CN201883567U (en) | 2010-12-13 | 2010-12-13 | Anti-seepage building structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206568735U CN201883567U (en) | 2010-12-13 | 2010-12-13 | Anti-seepage building structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201883567U true CN201883567U (en) | 2011-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206568735U Expired - Lifetime CN201883567U (en) | 2010-12-13 | 2010-12-13 | Anti-seepage building structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201883567U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071758A (en) * | 2010-12-13 | 2011-05-25 | 上海朗诗建筑科技有限公司 | Watertight building structure system |
-
2010
- 2010-12-13 CN CN2010206568735U patent/CN201883567U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071758A (en) * | 2010-12-13 | 2011-05-25 | 上海朗诗建筑科技有限公司 | Watertight building structure system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI LANDSEA PLANNING ARCHITECTURAL DESIGN CO. Free format text: FORMER OWNER: SHANGHAI LANGSHI CONSTRUCTION SCIENCE + TECHNOLOGY CO., LTD. Effective date: 20140526 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201203 PUDONG NEW AREA, SHANGHAI TO: 200092 YANGPU, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140526 Address after: 200092 Shanghai city Yangpu District Guokang Road No. 100 room 1101 Patentee after: SHANGHAI LANDSEA PLANNING & ARCHITECTURE DESIGN CO., LTD. Address before: 201203 Shanghai city Pudong New Area Road 88 Peninsula Dahl Zhangjiang High Technology Park Building 7 Patentee before: Shanghai Langte Construction Science & Technology Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110629 |