CN205444221U - Anti pilework of subsiding - Google Patents
Anti pilework of subsiding Download PDFInfo
- Publication number
- CN205444221U CN205444221U CN201620037326.6U CN201620037326U CN205444221U CN 205444221 U CN205444221 U CN 205444221U CN 201620037326 U CN201620037326 U CN 201620037326U CN 205444221 U CN205444221 U CN 205444221U
- Authority
- CN
- China
- Prior art keywords
- bearing platform
- pilework
- concrete bearing
- anchor pile
- concrete
- 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
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Abstract
The utility model discloses an anti pilework of subsiding, including concrete cap, anchor drawknot muscle is all installed to the concrete cap both sides, anchor drawknot muscle is connected with concrete cap through the solid fixed ring who sets up on concrete cap, the relative concrete cap's of anchor drawknot muscle one end is unsettled, the last vertical installation of concrete cap has the anchor pile, the anchor pile top is passed concrete cap and is set up, its bottom is located a joint board, the joint board adopts a frame of falling U shaped frame and the several billets that set up top surface in the frame of falling U shaped frame are constituteed, the billet welding is on the frame of falling U shaped frame, still be connected with a pillar between anchor pile and the joint board, the welding of pillar bottom is on the joint board, pillar cladding anchor pile sets up, the utility model discloses a connect closely between anti pilework of subsiding self component, the problem of droing can not appear, and anchor nature is strong, and then can improves the cushion cap support degree greatly, even make it in long -time use, also can not cause the influence in the performance.
Description
Technical field
This utility model relates to a kind of Architectural Equipment, particularly to a kind of anti-settling pilework.
Background technology
In construction, usually can use some pile bodies and reinforce, in order to can more preferably avoid the settlement issues caused because gravity is excessive.Existing pile foundation reinforcement ground pattern, is mostly mini pile and reinforces, and pile body diameter is not more than 300 millimeters, typically presses composite foundation treatment, foundation soil and stake shared upper load.To overlying soft layer, the geological conditions on lower sleeping base edge, but under load action, sedimentation is the most clearly, it is impossible to effectively play the effect of anti-settling.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that is completely embedded between self component a kind of, does not haves the anti-settling pilework of the problem of coming off.
To achieve these goals, the technical solution adopted in the utility model is such that anti-settling pilework of the present utility model, including concrete bearing platform, concrete bearing platform both sides are mounted on anchoring tension rib, anchoring tension rib is connected with concrete bearing platform by the retainer ring being arranged on concrete bearing platform, one end of anchoring tension rib opposite concrete cushion cap is unsettled, anchor pile is vertically installed on concrete bearing platform, anchor pile top is arranged through concrete bearing platform, it is positioned at bottom it in card adapter plate, card adapter plate uses an inverted U framework and is arranged on several steel bars composition of inverted U framework inner top surface, steel bar is welded on inverted U framework, a pillar it is also associated with between anchor pile and card adapter plate, pillar bottom welding is in card adapter plate, pillar cladding anchor pile is arranged.
Further, as a kind of concrete version, concrete bearing platform described in the utility model uses steel structure concrete suspended deck structure.
Further, as a kind of concrete version, concrete bearing platform thickness described in the utility model is at least 0. 8 centimetres.
Further, as a kind of concrete version, anchor pile more than one described in the utility model, and anchor pile in being evenly arranged between concrete bearing platform and U-shaped framework.
Further, as a kind of concrete version, pillar described in the utility model uses steel pillar structure.
Further, as a kind of concrete version, anchoring tension rib described in the utility model uses scalable steel anchoring tension rib.
Compared with prior art, the utility model has the advantage of: be completely embedded between self component of anti-settling pilework of the present utility model, do not have the problem of coming off, and anchoring is strong, and then cushion cap support degree can be greatly improved, even if making it use long-time, do not result in the impact in performance yet.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. concrete bearing platform；2. anchoring tension rib；3. anchor pile；4. card adapter plate；5. inverted U framework.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
The preferred embodiment of this utility model anti-settling pilework as shown in Figure 1, including concrete bearing platform 1, concrete bearing platform 1 both sides are mounted on anchoring tension rib 2, anchoring tension rib 2 is connected with concrete bearing platform 1 by the retainer ring being arranged on concrete bearing platform 1, one end of anchoring tension rib 2 opposite concrete cushion cap 1 is unsettled, anchor pile 3 is vertically installed on concrete bearing platform 1, anchor pile 3 top is arranged through concrete bearing platform 1, it is positioned at bottom it in card adapter plate 4, card adapter plate 4 uses an inverted U framework 5 and is arranged on several steel bars composition of inverted U framework 5 inner top surface, steel bar is welded on inverted U framework 5, a pillar it is also associated with between anchor pile 3 and card adapter plate 4, pillar bottom welding is in card adapter plate 4, pillar cladding anchor pile 3 is arranged.
Described concrete bearing platform 1 uses steel structure concrete suspended deck structure.Bear dynamics higher.
Described concrete bearing platform 1 thickness is at least 0. 8 centimetres.Can preferably bear gravity.
Described anchor pile 3 more than one, and anchor pile 3 is in being evenly arranged between concrete bearing platform 1 and U-shaped framework 5.Anchoring effect is more preferable.
Described pillar uses steel pillar structure.Can preferably play protective action.
Described anchoring tension rib 2 uses scalable steel to anchor tension rib.Can preferably combine practical situation to use.
It is completely embedded between self component of anti-settling pilework of utility model of the present utility model, not havinging the problem of coming off, and anchoring is strong, and then cushion cap support degree can be greatly improved so that it is even if using long-time, also not resulting in the impact in performance.Anchoring tension rib 2 is connected with concrete bearing platform 1 by the retainer ring being arranged on concrete bearing platform 1, and anchoring tension rib 2 can stronger be connected with concrete bearing platform 1；Card adapter plate 4 uses an inverted U framework 5 and is arranged on several steel bars composition of inverted U framework 5 inner top surface, and steel bar is welded on inverted U framework 5, can preferably be connected with ground level.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. an anti-settling pilework, including concrete bearing platform, it is characterized in that: concrete bearing platform both sides are mounted on anchoring tension rib, anchoring tension rib is connected with concrete bearing platform by the retainer ring being arranged on concrete bearing platform, one end of anchoring tension rib opposite concrete cushion cap is unsettled, anchor pile is vertically installed on concrete bearing platform, anchor pile top is arranged through concrete bearing platform, it is positioned at bottom it in card adapter plate, card adapter plate uses an inverted U framework and is arranged on several steel bars composition of inverted U framework inner top surface, steel bar is welded on inverted U framework, a pillar it is also associated with between anchor pile and card adapter plate, pillar bottom welding is in card adapter plate, pillar cladding anchor pile is arranged.
Anti-settling pilework the most according to claim 1, it is characterised in that: described concrete bearing platform uses steel structure concrete suspended deck structure.
Anti-settling pilework the most according to claim 1, it is characterised in that: described concrete bearing platform thickness is at least 0. 8 centimetres.
Anti-settling pilework the most according to claim 1, it is characterised in that: described anchor pile more than one, and anchor pile is in being evenly arranged between concrete bearing platform and U-shaped framework.
Anti-settling pilework the most according to claim 1, it is characterised in that: described pillar uses steel pillar structure.
Anti-settling pilework the most according to claim 1, it is characterised in that: described anchoring tension rib uses scalable steel anchoring tension rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620037326.6U CN205444221U (en) | 2016-01-15 | 2016-01-15 | Anti pilework of subsiding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620037326.6U CN205444221U (en) | 2016-01-15 | 2016-01-15 | Anti pilework of subsiding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444221U true CN205444221U (en) | 2016-08-10 |
Family
ID=56581203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620037326.6U Expired - Fee Related CN205444221U (en) | 2016-01-15 | 2016-01-15 | Anti pilework of subsiding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444221U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525623A (en) * | 2016-01-15 | 2016-04-27 | 成都格瑞思文化传播有限公司 | Anti-sedimentation pile structure |
-
2016
- 2016-01-15 CN CN201620037326.6U patent/CN205444221U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525623A (en) * | 2016-01-15 | 2016-04-27 | 成都格瑞思文化传播有限公司 | Anti-sedimentation pile structure |
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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: 20160810 Termination date: 20170115 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |