CN204645018U - Injected foundation structure - Google Patents
Injected foundation structure Download PDFInfo
- Publication number
- CN204645018U CN204645018U CN201520093575.2U CN201520093575U CN204645018U CN 204645018 U CN204645018 U CN 204645018U CN 201520093575 U CN201520093575 U CN 201520093575U CN 204645018 U CN204645018 U CN 204645018U
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- CN
- China
- Prior art keywords
- grouting pipe
- pipe body
- tube connector
- anchoring
- foundation structure
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a kind of injected foundation structure, comprise Grouting Pipe body, anchoring pipe is provided with in Grouting Pipe body, anchoring pipe top is extended on Grouting Pipe bodies top lateral surface, arrange through a tube connector bottom anchoring pipe, tube connector is horizontally installed on Grouting Pipe body, and tube connector extends on Grouting Pipe body two lateral surface, tube connector is vertically provided with left support component and right support component respectively, left support component and right support member bottom section are all arranged through Grouting Pipe body bottom portion, Grouting Pipe body bottom portion is provided with bottom guard plate, removably is adopted to be connected between bottom guard plate with Grouting Pipe body.This injected foundation structure effectively can increase the frictional force of Grouting Pipe and bolthole, to play the effect preventing from Grouting Pipe to be under pressure being ejected, has very strong reinforcement performance, construction cost is corresponding reduction also, sealing performance is very strong, and foundation strength is also larger, and slurries hybrid mode easily controls.
Description
Technical field
The utility model relates to a kind of foundation structure, particularly a kind of injected foundation structure.
Background technology
Two fluid grouting ground is to improve for the purpose of soil, increases the intensity of soil property on the one hand, can reach again the effect of sealing leak stopping on the other hand.For the stratum of various complexity, need to inject various types of injecting paste material according to the actual conditions of engineering, just must adopt multiple slip casting construction method, just can reach the improved effect of designing requirement and anticipation.Although with the main purpose that the intensity improveing soil and sealing performance are basement process, in practice of construction process, all different problems can be run into and get into a difficult position.First, the effect of geology improvement is first, and for making stratum keep nature, only using water and soil to reach improved effect is our research direction from now on.And general injected foundation structure can not reach good slip casting performance, can better arbitrarily not regulate.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, a kind of frictional force that effectively can increase Grouting Pipe and bolthole is provided, to play the effect preventing from Grouting Pipe to be under pressure being ejected, there is very strong reinforcement performance, the injected foundation structure of construction cost also corresponding reduction.
To achieve these goals, the technical solution adopted in the utility model is such: injected foundation structure of the present utility model, comprise Grouting Pipe body, anchoring pipe is provided with in Grouting Pipe body, anchoring pipe top is extended on Grouting Pipe bodies top lateral surface, arrange through a tube connector bottom anchoring pipe, tube connector is horizontally installed on Grouting Pipe body, and tube connector extends on Grouting Pipe body two lateral surface, tube connector is vertically provided with left support component and right support component respectively, left support component and right support member bottom section are all arranged through Grouting Pipe body bottom portion, Grouting Pipe body bottom portion is provided with bottom guard plate, removably is adopted to be connected between bottom guard plate with Grouting Pipe body.
Further, as a kind of concrete form of structure, Grouting Pipe body two sides described in the utility model are provided with some penetrating and starch hole.
Further, as a kind of concrete form of structure, anchoring pipe diameter described in the utility model is between 50 to one hundred millimeters.
Further, as a kind of concrete form of structure, tube connector two ends described in the utility model are provided with sealing-plug.
Further, as a kind of concrete form of structure, removably connect between tube connector described in the utility model and anchoring pipe.
Compared with prior art, the utility model has the advantage of: this injected foundation structure effectively can increase the frictional force of Grouting Pipe and bolthole, to play the effect preventing from Grouting Pipe to be under pressure being ejected, there is very strong reinforcement performance, construction cost is corresponding reduction also, sealing performance is very strong, and foundation strength is also larger, and slurries hybrid mode easily controls.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. Grouting Pipe body; 2. anchoring pipe; 3. tube connector; 4. right support component; 5. left support component; 6. bottom guard plate.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model injected foundation structure as shown in Figure 1, comprise Grouting Pipe body 1, anchoring pipe 2 is provided with in Grouting Pipe body 1, anchoring pipe 2 top is extended in Grouting Pipe body 1 top outside, arrange through a tube connector 3 bottom anchoring pipe 2, tube connector 3 is horizontally installed on Grouting Pipe body 1, and tube connector 3 extends on Grouting Pipe body 1 liang of lateral surface, tube connector 3 is vertically provided with left support component 5 and right support component 4 respectively, all arrange through bottom Grouting Pipe body 1 bottom left support component 5 and right support component 4, bottom guard plate 6 is provided with bottom Grouting Pipe body 1, removably is adopted to be connected between bottom guard plate 6 with Grouting Pipe body 1, described Grouting Pipe body 1 two sides are provided with some penetrating and starch hole, described anchoring pipe 2 diameter is between 50 to one hundred millimeters, described tube connector 3 two ends are provided with sealing-plug, removably connect between described tube connector 3 and anchoring pipe 2.
Injected foundation structure of the present utility model effectively can increase the frictional force of Grouting Pipe and bolthole, to play the effect preventing from Grouting Pipe to be under pressure being ejected, there is very strong reinforcement performance, construction cost is corresponding reduction also, sealing performance is very strong, foundation strength is also larger, and slurries hybrid mode easily controls.Described Grouting Pipe body 1 two sides are provided with some penetrating and starch hole, and functional performance is better; Described anchoring pipe 2 diameter, between 50 to one hundred millimeters, has good anchoring property; Described tube connector 3 two ends are provided with sealing-plug, and sealing is extremely strong; Removably connect between described tube connector 3 and anchoring pipe 2, facilitate the connection between tube connector 3 and anchoring pipe 2.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (5)
1. an injected foundation structure, comprise Grouting Pipe body, it is characterized in that: in Grouting Pipe body, be provided with anchoring pipe, anchoring pipe top is extended on Grouting Pipe bodies top lateral surface, arrange through a tube connector bottom anchoring pipe, tube connector is horizontally installed on Grouting Pipe body, and tube connector extends on Grouting Pipe body two lateral surface, tube connector is vertically provided with left support component and right support component respectively, left support component and right support member bottom section are all arranged through Grouting Pipe body bottom portion, Grouting Pipe body bottom portion is provided with bottom guard plate, removably is adopted to be connected between bottom guard plate with Grouting Pipe body.
2. injected foundation structure according to claim 1, is characterized in that: described Grouting Pipe body two sides are provided with some penetrating and starch hole.
3. injected foundation structure according to claim 1, is characterized in that: described anchoring pipe diameter is between 50 to one hundred millimeters.
4. injected foundation structure according to claim 1, is characterized in that: described tube connector two ends are provided with sealing-plug.
5. injected foundation structure according to claim 1, is characterized in that: removably connect between described tube connector and anchoring pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520093575.2U CN204645018U (en) | 2015-02-10 | 2015-02-10 | Injected foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520093575.2U CN204645018U (en) | 2015-02-10 | 2015-02-10 | Injected foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204645018U true CN204645018U (en) | 2015-09-16 |
Family
ID=54097776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520093575.2U Withdrawn - After Issue CN204645018U (en) | 2015-02-10 | 2015-02-10 | Injected foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204645018U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674787A (en) * | 2015-02-10 | 2015-06-03 | 成都绿迪科技有限公司 | Grouting foundation structure |
-
2015
- 2015-02-10 CN CN201520093575.2U patent/CN204645018U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674787A (en) * | 2015-02-10 | 2015-06-03 | 成都绿迪科技有限公司 | Grouting foundation structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150916 Effective date of abandoning: 20160504 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |