CN203569681U - Cantilever beam supporting structure - Google Patents
Cantilever beam supporting structure Download PDFInfo
- Publication number
- CN203569681U CN203569681U CN201320656616.5U CN201320656616U CN203569681U CN 203569681 U CN203569681 U CN 203569681U CN 201320656616 U CN201320656616 U CN 201320656616U CN 203569681 U CN203569681 U CN 203569681U
- Authority
- CN
- China
- Prior art keywords
- wall
- cantilever beam
- cantilever beams
- overarm
- braced structures
- 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.)
- Expired - Lifetime
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- 241000826860 Trapezium Species 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
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- Clamps And Clips (AREA)
Abstract
The utility model relates to a cantilever beam supporting structure which comprises a wall and a cantilever beam. The cantilever beam is arranged on the wall and extends out of the wall, and the cantilever beam is perpendicular to the wall. The cantilever beam supporting structure further comprises a supporting plate/rod pre-buried in the wall and a pressure bearing piece buckled at the end of the supporting plate/rod and used for bearing the cantilever beam. The mode that the supporting plate/rod and the pressure bearing piece are matched is adopted, so that the pressure bearing piece has the effect of bearing the cantilever beam. Compared with the prior art of cantilever beam setting up, the pressure bearing ability is obviously improved.
Description
Technical field
The utility model relates to a kind of Cantilever Beams braced structures.
Background technology
The Cantilever Beams of prior art forms with the direct one cast of reinforced concrete structure conventionally.Such Cantilever Beams is applicable to the structure of small size, as outdoor machine of air-conditioner position, little balcony, window etc. wafts.If build up the heavy weight balcony of large-area carrying, obviously improper.Be mainly to bear incessantly power, easily cave in.
Utility model content
The technical problems to be solved in the utility model is to overcome with the Cantilever Beams that the direct one cast of reinforced concrete structure forms to bear the incessantly balcony of the large quality of large area, thereby a kind of Cantilever Beams braced structures is provided.
The technical scheme that the utility model addresses the above problem is as follows:
A Cantilever Beams braced structures, comprises body of wall and overarm, and overarm is erected on body of wall and stretches out body of wall, and overarm and wall body vertical, also comprise the base plate/bar being embedded in advance in body of wall, and be buckled in described base plate/boom end for supporting the pressure part of described overarm.
As technique scheme preferably, described pressure part is formed by connecting by clamping part and pressure-bearing portion one, makes described pressure part become " 2 " font.
As technique scheme preferably, described clamping part bottom is also provided with a top briquetting.
As technique scheme preferably, the width of described clamping part equals the thickness of described base plate/bar.
As technique scheme preferably, described pressure-bearing portion is right-angled trapezium.
The utlity model has following technique effect:
The mode that the utility model adopts base plate/bar and pressure part to coordinate, makes pressure part have the effect of supporting Cantilever Beams.Than the Cantilever Beams erection mode of prior art, the utlity model has the effect of obvious raising bearing capacity.
Accompanying drawing explanation
Fig. 1 is section structure schematic diagram of the present utility model;
Fig. 2 is the enlarged drawing of Fig. 1 boxed area;
Fig. 3 is the structural representation of the utility model pressure part;
In figure, 1-body of wall, 2-overarm, 3-base plate/bar, 4-pressure part, 41-clamping part, 42-pressure-bearing portion, 411-top briquetting.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
This specific embodiment is only to explanation of the present utility model, is not to restriction of the present utility model.Any change that those skilled in the art have done after having read manual of the present utility model, as long as in the scope of claims, all will be subject to the protection of Patent Law.
As Figure 1-3, a kind of Cantilever Beams braced structures, comprise body of wall 1 and overarm 2, overarm 2 is erected on body of wall 1 and stretches out body of wall 1, overarm 2 is vertical with body of wall 1, also comprise the base plate/bar 3 being embedded in advance in body of wall 1, and be buckled in described base plate/bar 3 ends for supporting the pressure part 4 of described overarm 2.Described pressure part 4 is formed by connecting by clamping part 41 and pressure-bearing portion 42 one, makes 4 one-tenth of described pressure parts " 2 " font.Described clamping part 41 bottoms are also provided with a top briquetting 411.The width of described clamping part 41 equals the thickness of described base plate/bar 3.Described pressure-bearing portion 42 is right-angled trapezium.
Claims (5)
1. a Cantilever Beams braced structures, comprise body of wall and overarm, overarm is erected on body of wall and stretches out body of wall, overarm and wall body vertical, it is characterized in that: also comprise the base plate/bar being embedded in advance in body of wall, and be buckled in described base plate/boom end for supporting the pressure part of described overarm.
2. a kind of Cantilever Beams braced structures according to claim 1, is characterized in that: described pressure part is formed by connecting by clamping part and pressure-bearing portion one, makes described pressure part become " 2 " font.
3. a kind of Cantilever Beams braced structures according to claim 2, is characterized in that: described clamping part bottom is also provided with a top briquetting.
4. a kind of Cantilever Beams braced structures according to claim 3, is characterized in that: the width of described clamping part equals the thickness of described base plate/bar.
5. a kind of Cantilever Beams braced structures according to claim 3, is characterized in that: described pressure-bearing portion is right-angled trapezium.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320656616.5U CN203569681U (en) | 2013-10-24 | 2013-10-24 | Cantilever beam supporting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320656616.5U CN203569681U (en) | 2013-10-24 | 2013-10-24 | Cantilever beam supporting structure |
Publications (1)
Publication Number | Publication Date |
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CN203569681U true CN203569681U (en) | 2014-04-30 |
Family
ID=50537418
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201320656616.5U Expired - Lifetime CN203569681U (en) | 2013-10-24 | 2013-10-24 | Cantilever beam supporting structure |
Country Status (1)
Country | Link |
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CN (1) | CN203569681U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510618A (en) * | 2013-10-24 | 2014-01-15 | 华煜建设集团有限公司 | Cantilever beam support structure |
-
2013
- 2013-10-24 CN CN201320656616.5U patent/CN203569681U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510618A (en) * | 2013-10-24 | 2014-01-15 | 华煜建设集团有限公司 | Cantilever beam support structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20140430 |