CN204676594U - Skeleton oblique pull barricade - Google Patents
Skeleton oblique pull barricade Download PDFInfo
- Publication number
- CN204676594U CN204676594U CN201520292276.1U CN201520292276U CN204676594U CN 204676594 U CN204676594 U CN 204676594U CN 201520292276 U CN201520292276 U CN 201520292276U CN 204676594 U CN204676594 U CN 204676594U
- Authority
- CN
- China
- Prior art keywords
- oblique pull
- grade beam
- barricade
- column
- skeleton
- 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 - Fee Related
Links
- 238000004873 anchoring Methods 0.000 claims description 2
- 230000007812 deficiency Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005496 tempering Methods 0.000 description 1
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- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
A kind of skeleton oblique pull barricade, it is characterized in that: be made up of column, grade beam, oblique pull component, spacing grid, bottom grid, wherein, at least two root posts are positioned at the front side of barricade, at regular intervals between column, have grade beam bottom every root post, grade beam is positioned on basis, oblique pull component then sockets column and grade beam, the inner side of spacing grid between two adjacent upright or have reliable connection with adjacent two columns, and bottom grid is then positioned on grade beam or with grade beam reliable connection.
Description
Technical field
A kind of skeleton oblique pull barricade of non-fully rigidity.
Background technology
The steel concrete counterfort wall extensively adopted at present, although can replace rubble barricade completely from material usage and theory calculate, remains rigid retaining walls, higher for fundamental importance, if based process goes wrong cause basic uneven subsidence, lead and split, cause potential safety hazard.
Summary of the invention
The present invention is the skeleton oblique pull barricade of one invented to enable barricade adapt to the asymmetry settlement of foundation under fortuitous event better, it is characterized in that: by column, grade beam, oblique pull component, spacing grid, bottom grid is formed, wherein, at least two root posts are positioned at the front side of barricade, at regular intervals between column, grade beam is had bottom every root post, grade beam is positioned on basis, oblique pull component then sockets column and grade beam, the inner side of spacing grid between two adjacent upright or have reliable connection with adjacent two columns, bottom grid is then positioned on grade beam or with grade beam reliable connection, described oblique pull component has one at least between every root post and grade beam, and is connected and fixed the one end be a little positioned at inside its body of wall on grade beam, the form of described oblique pull component comprises tabular oblique pull component and brace two kinds of forms, and in same skeleton oblique pull barricade, oblique pull component can only have the one in two kinds of forms, also can be combined in two forms, described oblique pull component at the scene foundation width deficiency when, can directly be fixed on basis by the mode of anchoring, oblique pull component be connected with grade beam or through grade beam, when not being connected with grade beam, bottom grid can not need in such cases, on described column, also have the through hole consistent with body of wall length direction, for wearing crossbeam.
Wherein, when skeleton oblique pull barricade has a grade beam, grade beam not necessarily horizontal arrangement, but level is angled, show as grade beam low near domatic one end, front side is high, the object done like this is to prevent the accident change due to basis from causing barricade slippage.
The present invention is used traditional counterfort wall to be become a kind of structure of tempering toughness with gentleness, the shell system that column, grade beam and oblique pull component are formed, constrain spacing grid, and its entirety limits the backfill in it, form barricade, its local stiffness, the feature of overall flexibility, the uneven settlement of foundation under fortuitous event can be adapted to better, reduce the difficulty of the basement process work before Retaining wall, minimizing use even can not use steel concrete, makes cost cheaper, constructs more quick.
Accompanying drawing explanation
Fig. 1 is the structural representation that oblique pull component of the present invention is fixed on grade beam.
Fig. 2 is that oblique pull component of the present invention is tabular and is fixed on the structural representation on grade beam.
Fig. 3 is the structural representation that oblique pull component of the present invention is directly anchored on basis.
Fig. 4 is the structural representation that oblique pull component of the present invention is directly anchored on basis.
According to Fig. 1,1. column, 2. grade beam, 3. oblique pull component, 4. bottom grid, 5. spacing grid.
According to Fig. 2,1. column, 2. grade beam, 3. tabular oblique pull component, 4. bottom grid, 5. spacing grid.
According to Fig. 3,1. column, 3. oblique pull component, 5. spacing grid.Wherein 5. the end of spacing grid, to body of wall folded inside one section, is imbedded in backfill fixing.
According to Fig. 3,1. column, 3. oblique pull component, 5. spacing grid.Wherein 5. the end of spacing grid not to body of wall folded inside.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is set forth.
embodiment 1
Time construction in basis, first basis is carried out simply smooth, then will 1. vertically be placed on basis by column, and it is in addition temporary fixed, then build 2. grade beam, then use 3. oblique pull component to socket 1. column and 2. grade beam, during oblique pull, tie point as far as possible near the end of 2. grade beam and 1. column, with in order to be effective; Then on 2. grade beam, 4. bottom grid is laid; Then will 5. be placed on 1. inside column by spacing grid, and fixing; After completing above-mentioned steps, just can to 1. column, 5. spacing grid and domatic between space in backfill, complete barricade operation.
Present embodiment is only a kind of exemplary embodiment of the present invention, does not limit its other forms of implementation, comprises 4. bottom grid and the connected mode 2. between grade beam and 5. spacing grid and the connected mode 1. between column.
embodiment 2
Time construction in basis, first simply smooth to basis, then will 1. vertically be placed on basis by column, and in addition temporary fixed, then use 3. oblique pull component to socket 1. column and basis, during oblique pull, tie point as far as possible near the upper end of 1. column and basis near domatic side, in order to be effective, then lay 5. spacing grid, and make 5. spacing grid in the inner side of 1. column, and fixing; After completing above-mentioned steps, just can to 1. column, 5. spacing grid and domatic between space in backfill, complete barricade operation.
Present embodiment is only a kind of exemplary embodiment of the present invention, does not limit its other forms of implementation, comprises 5. spacing grid and the connected mode 1. between column.
Claims (5)
1. a skeleton oblique pull barricade, it is characterized in that: be made up of column, grade beam, oblique pull component, spacing grid, bottom grid, wherein, at least two root posts are positioned at the front side of barricade, at regular intervals between column, have grade beam bottom every root post, grade beam is positioned on basis, oblique pull component then sockets column and grade beam, the inner side of spacing grid between two adjacent upright or have reliable connection with adjacent two columns, and bottom grid is then positioned on grade beam or with grade beam reliable connection.
2. the skeleton oblique pull barricade of one according to claim 1, is characterized in that: described oblique pull component has one at least between every root post and grade beam, and is connected and fixed the one end be a little positioned at inside its body of wall on grade beam.
3. the skeleton oblique pull barricade of one according to claim 1, it is characterized in that: the form of described oblique pull component comprises tabular oblique pull component and brace two kinds of forms, in same skeleton oblique pull barricade, oblique pull component can only have the one in two kinds of forms, also can be combined in two forms.
4. the skeleton oblique pull barricade of one according to claim 1, it is characterized in that: described oblique pull component at the scene foundation width deficiency when, can directly be fixed on basis by the mode of anchoring, oblique pull component is not connected with grade beam or passes grade beam in such cases, when not being connected with grade beam, bottom grid can not need.
5. the skeleton oblique pull barricade of one according to claim 1, is characterized in that: on described column, also has the through hole consistent with body of wall length direction, for wearing crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520292276.1U CN204676594U (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520292276.1U CN204676594U (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204676594U true CN204676594U (en) | 2015-09-30 |
Family
ID=54176299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520292276.1U Expired - Fee Related CN204676594U (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204676594U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105948271A (en) * | 2016-07-08 | 2016-09-21 | 苏州德华生态环境科技股份有限公司 | Auxiliary bracket for saturated flow ecological filter bed, bracket combination and erection method |
| CN106193106A (en) * | 2015-05-07 | 2016-12-07 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
-
2015
- 2015-05-07 CN CN201520292276.1U patent/CN204676594U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193106A (en) * | 2015-05-07 | 2016-12-07 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
| CN105948271A (en) * | 2016-07-08 | 2016-09-21 | 苏州德华生态环境科技股份有限公司 | Auxiliary bracket for saturated flow ecological filter bed, bracket combination and erection method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303 Patentee after: QINGDAO TIANLI DUOWEI ECOLOGICAL CO.,LTD. Address before: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303 Patentee before: QINGDAO TIANLI BUILDING REINFORCEMENT ENGINEERING Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150930 |