CN106193106A - Skeleton oblique pull barricade - Google Patents
Skeleton oblique pull barricade Download PDFInfo
- Publication number
- CN106193106A CN106193106A CN201510229182.4A CN201510229182A CN106193106A CN 106193106 A CN106193106 A CN 106193106A CN 201510229182 A CN201510229182 A CN 201510229182A CN 106193106 A CN106193106 A CN 106193106A
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- China
- Prior art keywords
- oblique pull
- grade beam
- barricade
- column
- skeleton
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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, spacing grid inner side between two adjacent upright or be reliably connected with two adjacent columns, and bottom grid is then positioned on grade beam or is reliably connected with grade beam.
Description
Technical field
A kind of skeleton oblique pull barricade of non-full rigidity.
Background technology
The most widely used armored concrete counterfort wall, although rubble barricade can be replaced from material usage and Theoretical Calculation completely, but remain rigid retaining walls, higher for fundamental importance, if based process goes wrong causes basis uneven subsidence, lead and split, cause potential safety hazard.
Summary of the invention
The present invention is the one skeleton oblique pull barricade invented to enable barricade to better adapt to the asymmetry settlement of foundation under fortuitous event, it is characterized in that: by column, grade beam, oblique pull component, spacing grid, bottom grid is constituted, wherein, at least two root posts are positioned at the front side of barricade, between column at regular intervals, grade beam is had bottom every root post, grade beam is positioned on basis, oblique pull component then sockets column and grade beam, spacing grid inner side between two adjacent upright or be reliably connected with two adjacent columns, bottom grid is then positioned on grade beam or is reliably connected with grade beam；Described oblique pull structure is part at least one between every root post and grade beam, and the fixing point that connects on grade beam is positioned at the one end inside its body of wall；The form of described oblique pull component includes tabular oblique pull component and two kinds of forms of brace, and in same skeleton oblique pull barricade, oblique pull component can be with the one in only two kinds of forms, it is possible to be used in combination in two forms；In the case of described oblique pull component foundation width deficiency at the scene, on the basis of can being fixed in the way of directly by anchoring, oblique pull component is not connected with grade beam or passes grade beam in such cases, and when not being connected with grade beam, bottom grid can need not；On described column, also have the through hole consistent with body of wall length direction, be used for wearing crossbeam.
Wherein, when skeleton oblique pull barricade has grade beam, grade beam is not necessarily horizontally disposed, but level is angled, shows as grade beam low near domatic one end, and front side is high, and the purpose of do so is to prevent owing to the unexpected change on basis causes barricade sliding.
Use the present invention that traditional counterfort wall has become the structure of a kind of coordination of potent and mild therapies, the shell system that column, grade beam and oblique pull component are constituted, constrain spacing grid, and its interior backfill soil is limited by its entirety, form barricade, its local stiffness, the feature of overall flexibility, the uneven settlement of foundation under fortuitous event can be better adapted to, reduce the difficulty of the work of the basement process before Retaining wall, reduce to use and even can not use armored concrete so that cost is 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 be oblique pull component of the present invention be tabular and the structural representation being fixed on grade beam.
Fig. 3 is the structural representation on the basis of oblique pull component of the present invention is directly anchored at.
Fig. 4 is the structural representation on the basis of oblique pull component of the present invention is directly anchored at.
According to Fig. 1,1. column, 2. grade beam, 3. oblique pull component, 4. bottom grid, the most spacing grid.
According to Fig. 2,1. column, 2. grade beam, 3. tabular oblique pull component, 4. bottom grid, the most spacing grid.
According to Fig. 3,1. column, 3. oblique pull component, the most spacing grid.The end of the most spacing grid is fixing in body of wall folded inside one section, embedment backfill soil.
According to Fig. 3,1. column, 3. oblique pull component, the most spacing grid.The end of the most spacing grid is not to body of wall folded inside.
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is illustrated.
Embodiment
1
When constructing on the basis of, first basis is carried out the most smooth, then will 1. vertically be placed on basis by column, and fixed temporarily, then pour 2. grade beam, then use 3. oblique pull component to socket 1. column and 2. grade beam, during oblique pull, junction point is close proximity to 2. grade beam and the end of 1. column, with in order to be effective；Then on 2. grade beam, lay 4. bottom grid；Then the most spacing grid is placed on 1. inside column, and fixes；After completing above-mentioned steps, it is possible to 1. column, the most 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, including 4. bottom grid and 2. connected mode between grade beam and the most spacing grid and 1. connected mode between column.
Embodiment
2
When constructing on the basis of, first the most smooth to basis, then 1. will vertically be placed on basis by column, and be fixed temporarily, and then use 3. oblique pull component to socket 1. column and basis, during oblique pull, junction point close proximity to the upper end of 1. column and basis near domatic side, it is ensured that effect, then lay the most spacing grid, and make the most spacing grid in the inner side of 1. column, and fix；After completing above-mentioned steps, it is possible to 1. column, the most 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, including the most spacing grid and 1. connected mode 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, spacing grid inner side between two adjacent upright or be reliably connected with two adjacent columns, and bottom grid is then positioned on grade beam or is reliably connected with grade beam.
One the most according to claim 1 skeleton oblique pull barricade, is characterized in that: described oblique pull component between every root post and grade beam at least, and the fixing point that connects on grade beam is positioned at the one end inside its body of wall.
One the most according to claim 1 skeleton oblique pull barricade, it is characterized in that: the form of described oblique pull component includes tabular oblique pull component and two kinds of forms of brace, in same skeleton oblique pull barricade, oblique pull component can be with the one in only two kinds of forms, it is possible to be used in combination in two forms.
One the most according to claim 1 skeleton oblique pull barricade, it is characterized in that: in the case of described oblique pull component foundation width deficiency at the scene, on the basis of can being fixed in the way of directly by anchoring, oblique pull component is not connected with grade beam or through grade beam in such cases, when not being connected with grade beam, bottom grid can need not.
One the most according to claim 1 skeleton oblique pull barricade, is characterized in that: on described column, also has the through hole consistent with body of wall length direction, be used for wearing crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510229182.4A CN106193106A (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510229182.4A CN106193106A (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193106A true CN106193106A (en) | 2016-12-07 |
Family
ID=57459287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510229182.4A Pending CN106193106A (en) | 2015-05-07 | 2015-05-07 | Skeleton oblique pull barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193106A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759402A (en) * | 2017-02-10 | 2017-05-31 | 陈启品 | A kind of prefabricated section of multidimensional Ecological Retaining Wall system and making wall system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2197388Y (en) * | 1994-05-10 | 1995-05-17 | 彭高培 | T-shape retaining wall |
| CN1467345A (en) * | 2002-07-10 | 2004-01-14 | 株式会社吉奥a强土工程 | Afforestation reinforced soil construction |
| CN201649122U (en) * | 2010-01-13 | 2010-11-24 | 刘文广 | Plate type terrace retaining wall for hillock land |
| CN201679014U (en) * | 2009-07-10 | 2010-12-22 | 李中国 | Novel type sheet-pile retaining wall |
| CN202247944U (en) * | 2011-08-17 | 2012-05-30 | 何成俊 | Open-type reinforced concrete frame retaining wall |
| CN202416351U (en) * | 2012-01-29 | 2012-09-05 | 青岛两仪环保工程有限公司 | Supporting frame for retaining wall |
| CN202672186U (en) * | 2012-07-18 | 2013-01-16 | 湖南省交通规划勘察设计院 | Column type reinforced gabion retaining wall |
| CN204676594U (en) * | 2015-05-07 | 2015-09-30 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
-
2015
- 2015-05-07 CN CN201510229182.4A patent/CN106193106A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2197388Y (en) * | 1994-05-10 | 1995-05-17 | 彭高培 | T-shape retaining wall |
| CN1467345A (en) * | 2002-07-10 | 2004-01-14 | 株式会社吉奥a强土工程 | Afforestation reinforced soil construction |
| CN201679014U (en) * | 2009-07-10 | 2010-12-22 | 李中国 | Novel type sheet-pile retaining wall |
| CN201649122U (en) * | 2010-01-13 | 2010-11-24 | 刘文广 | Plate type terrace retaining wall for hillock land |
| CN202247944U (en) * | 2011-08-17 | 2012-05-30 | 何成俊 | Open-type reinforced concrete frame retaining wall |
| CN202416351U (en) * | 2012-01-29 | 2012-09-05 | 青岛两仪环保工程有限公司 | Supporting frame for retaining wall |
| CN202672186U (en) * | 2012-07-18 | 2013-01-16 | 湖南省交通规划勘察设计院 | Column type reinforced gabion retaining wall |
| CN204676594U (en) * | 2015-05-07 | 2015-09-30 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759402A (en) * | 2017-02-10 | 2017-05-31 | 陈启品 | A kind of prefabricated section of multidimensional Ecological Retaining Wall system and making wall system |
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| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303 Applicant after: Qingdao Tianli dimensional ecological Co. Ltd. Address before: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303 Applicant before: Qingdao Tianli Building Reinforcement Engineering Co., Ltd. |
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |