CN205088917U - Draw anchor air defense drum ground structure - Google Patents
Draw anchor air defense drum ground structure Download PDFInfo
- Publication number
- CN205088917U CN205088917U CN201520802050.1U CN201520802050U CN205088917U CN 205088917 U CN205088917 U CN 205088917U CN 201520802050 U CN201520802050 U CN 201520802050U CN 205088917 U CN205088917 U CN 205088917U
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- layer
- anchor pole
- anchor
- draw
- water
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- Expired - Fee Related
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Abstract
The utility model discloses a draw anchor air defense drum ground structure, technological purpose provides a disappearance hollowing when implementing, reduces delamination simultaneously, and then improves the life's on ground draw anchor air defense drum ground structure. Water the layer under including and water the layer on and, under water the layer and water on and be equipped with the stock between the layer. The utility model discloses used and used prefabricated stock to draw the structure of anchor very reliable, impelled whole terrace structure to become a whole, improved the life on ground. Use in being applicable to the terrace technique.
Description
Technical field
The utility model relates to a kind of earth construction, in particular, relates to a kind of ground concrete structure be applied in building.
Background technology
In the prior art, the structure of ground concrete is generally divided into when building carries out for 2 times, i.e. the building of structural slab, and the building of facing concrete.Operation is: after structural slab layer of concrete is built, and in order to top layer carries out looking for slope, and repair planeness, can carry out building of surface layer pea gravel concreten, this layer concrete thickness generally only has 5-8 centimetre.Because surface layer pea gravel concreten is too thin, and poor with structural slab concrete bonding power, often there is " hollowing ", " delamination " phenomenon.In actual use, the damage on ground is very easily caused, greatly reduction of service life.
Summary of the invention
Technical purpose of the present utility model overcomes the structure of ground concrete in prior art to build the rear phenomenon easily occurring hollowing and delamination, there is provided a kind of and do not occur hollowing when implementing, reduce delamination simultaneously, so improve ground application life draw the anti-hollowing earth construction of anchor.
For realizing above technical purpose, the technical solution of the utility model is:
Draw the anti-hollowing earth construction of anchor, include down water layer and on water layer, water under described layer and on water between layer and be provided with anchor pole.
Further, described anchor pole is T-shaped anchor pole.
Further, described anchor pole is I-shaped anchor pole.
Further, described anchor pole periphery is provided with external screw thread.
Further, described anchor pole is upper and lower two umbrella shape anchor pole.
Advantageous Effects of the present utility model is: employ and carry out drawing the structure of anchor very reliable with prefabricated anchor pole, this structure facilitates understandable when applying, operate without the need to professional, but effectively can control the problem of two layer concrete delaminations well, impel whole floor structure to become as a whole, improve the application life on ground.Anchor pole periphery is provided with external screw thread and more improves bonding force between anchor pole and concrete.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Detailed description of the invention
Composition graphs 1, describes detailed description of the invention of the present utility model in detail, but is not limited in any way claim.Of the present utility modelly draw the anti-hollowing earth construction of anchor, include down water layer 100 and on water layer 101, water under described layer 100 and on water between layer 101 and be provided with anchor pole 102.When implementing, described anchor pole 102 is T-shaped anchor pole.For realizing better fastening effect, anchor pole 102 be oblique cutting structure, namely anchor pole 102 under water layer 100 and on to water between layer 101 be incline structure.Described anchor pole 102 is I-shaped anchor pole.Described anchor pole 102 periphery is provided with external screw thread.When implementing, can under water layer 100 non-bone dry time insert letter anchor pole 102, and regulate the height of anchor pole 102, under water layer 100 dry time, anchor pole 102 is fixed, then waters the cast of layer 101 on carrying out.In force, further, described anchor pole is upper and lower two umbrella shape anchor pole, bonding more firmly near.
The utility model employs and carries out drawing the structure of anchor very reliable with prefabricated anchor pole 102, this structure facilitates understandable when applying, anchor pole 102 periphery is provided with external screw thread and more improves bonding force between anchor pole 102 and concrete, not hollowing, is the not only practical but also novel technological improvement in one, this area.
Claims (5)
1. draw the anti-hollowing earth construction of anchor, it is characterized in that: include down water layer and on water layer, water under described layer and on water between layer and be provided with anchor pole.
2. according to claim 1ly draw the anti-hollowing earth construction of anchor, it is characterized in that: described anchor pole is T-shaped anchor pole.
3. according to claim 1ly draw the anti-hollowing earth construction of anchor, it is characterized in that: described anchor pole is I-shaped anchor pole.
4. according to claim 1 or 2 or 3, draw the anti-hollowing earth construction of anchor, it is characterized in that: described anchor pole periphery is provided with external screw thread.
5. according to claim 1ly draw the anti-hollowing earth construction of anchor, it is characterized in that: described anchor pole is two umbrella shape anchor pole up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520802050.1U CN205088917U (en) | 2015-10-19 | 2015-10-19 | Draw anchor air defense drum ground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520802050.1U CN205088917U (en) | 2015-10-19 | 2015-10-19 | Draw anchor air defense drum ground structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205088917U true CN205088917U (en) | 2016-03-16 |
Family
ID=55479618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520802050.1U Expired - Fee Related CN205088917U (en) | 2015-10-19 | 2015-10-19 | Draw anchor air defense drum ground structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205088917U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109760903A (en) * | 2018-10-27 | 2019-05-17 | 张荐 | The production method for preventing hollow body from deforming |
| CN112663899A (en) * | 2021-01-22 | 2021-04-16 | 郭智霖 | Manufacturing method of self-leveling mortar terrace |
-
2015
- 2015-10-19 CN CN201520802050.1U patent/CN205088917U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109760903A (en) * | 2018-10-27 | 2019-05-17 | 张荐 | The production method for preventing hollow body from deforming |
| CN109760903B (en) * | 2018-10-27 | 2020-12-22 | 张荐 | Method for preventing hollow body from deforming |
| CN112663899A (en) * | 2021-01-22 | 2021-04-16 | 郭智霖 | Manufacturing method of self-leveling mortar terrace |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160316 Termination date: 20161019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |