CN209923943U - Piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipe ditch - Google Patents
Piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipe ditch Download PDFInfo
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- CN209923943U CN209923943U CN201920626174.7U CN201920626174U CN209923943U CN 209923943 U CN209923943 U CN 209923943U CN 201920626174 U CN201920626174 U CN 201920626174U CN 209923943 U CN209923943 U CN 209923943U
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- foundation ditch
- lateral wall
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- shaped steel
- pipe
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Abstract
The utility model discloses a piping lane open cut foundation ditch lateral wall crosses retaining structure of lateral line trench, enclose purlin, slip casting anchor pipe and reinforcing bar net piece including shaped steel, shaped steel encloses the purlin and moves towards horizontal interval setting along the foundation ditch, and slip casting anchor pipe can pass shaped steel and enclose the purlin and insert in the earth, and reinforcing bar net piece hangs and sets up on the lateral wall of foundation ditch. The utility model discloses a follow the shaped steel that the foundation ditch moves towards horizontal interval arrangement and enclose the purlin, pass the slip casting anchor pipe in the shaped steel inserts the soil body and hang reinforcing bar net spray concrete as a whole and undertake lateral wall soil pressure at the foundation ditch lateral wall along the setting of foundation ditch excavation to enclose the purlin with soil pressure through shaped steel and transmit the bored concrete pile for the both sides, can effectively keep out the person in charge of existing branch pipeline ditch position shelter foundation ditch lateral wall soil pressure.
Description
Technical Field
The utility model relates to an underground construction technical field, in particular to piping lane open cut foundation ditch lateral wall crosses retaining structure of lateral conduit ditch.
Background
At present, existing branch pipe galleries on two sides of a main pipe gallery need to be connected into a main pipe gallery tunnel, the main pipe gallery tunnel is constructed by an open cut method, and at the position of the branch pipe gallery, a main pipe gallery foundation pit side wall retaining structure bored pile conflicts with the elevation of the branch pipe gallery, so that the construction cannot be carried out.
Therefore, there is really a necessary utility model a piping lane open cut foundation ditch lateral wall crosses branch pipe ditch's soil retaining structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a piping lane open cut foundation ditch lateral wall crosses branch pipeline trench's retaining structure is provided, it has overcome prior art's above-mentioned defect.
The utility model discloses the technical problem that solve is realized through following technical scheme:
the utility model provides a piping lane open cut foundation ditch lateral wall crosses retaining structure of lateral line trench, encloses purlin, slip casting anchor pipe and reinforcing bar net including shaped steel, shaped steel encloses the purlin and moves towards horizontal interval setting along the foundation ditch, the slip casting anchor pipe can pass in the shaped steel encloses the purlin and inserts the earth, it sets up on the lateral wall of foundation ditch to hang the reinforcing bar net.
Preferably, in the above technical scheme, the profile steel purlin is connected with drilled piles at two sides of the branch pipe trench.
Preferably, in the above technical scheme, the profile steel purlins are arranged at intervals, and the distance between the upper and lower adjacent profile steel purlins is 1.5 m.
Preferably, in the above technical scheme, the grouting anchor pipe has a length of 6-8m, and the pipe wall is provided with a plurality of grout overflow holes.
Preferably, in the above technical solution, the hanging reinforcing mesh is a reinforcing mesh with a diameter of Φ 6@100 × 100.
The above technical scheme of the utility model, following beneficial effect has:
the utility model discloses a follow the shaped steel that the foundation ditch moves towards horizontal interval arrangement and enclose the purlin, pass the slip casting anchor pipe in the shaped steel inserts the soil body and hang reinforcing bar net spray concrete as a whole and undertake lateral wall soil pressure at the foundation ditch lateral wall along the setting of foundation ditch excavation to enclose the purlin with soil pressure through shaped steel and transmit the bored concrete pile for the both sides, can effectively keep out the person in charge of existing branch pipeline ditch position shelter foundation ditch lateral wall soil pressure.
Drawings
Fig. 1 is the connection schematic diagram of the bored pile and the crown beam of the present invention.
Fig. 2 is the utility model discloses a cross pipe gallery open cut foundation ditch lateral wall soil retaining method's of branch pipe ditch flow schematic diagram.
Fig. 3 is another schematic flow diagram of the pipe gallery open cut foundation pit side wall soil retaining method of the utility model, which traverses the branch pipe trench.
Fig. 4 is a schematic diagram of another flow of the method for retaining soil on the sidewall of the pipe gallery open cut foundation pit crossing the branch pipe trench.
Fig. 5 is the utility model discloses a crossing pipe gallery open cut foundation ditch lateral wall keeps off schematic diagram after soil method accomplishes of lateral wall.
Fig. 6 is a cross-sectional view of fig. 5.
Wherein: 1-profile steel purlin, 2-grouting anchor pipes, 3-reinforcing steel meshes, 4-soil bodies, 5-drilled piles and 6-crown beams.
Detailed Description
The following detailed description of the present invention is provided to facilitate further understanding of the invention.
The utility model provides a piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipeline ditch, encloses purlin 1, slip casting anchor pipe 2 and reinforcing bar net piece 3 including shaped steel. In detail:
shaped steel encloses 1 foundation ditch trend of purlin and transversely separates the setting, and slip casting anchor pipe 2 passes shaped steel and encloses 1 of purlin and insert the soil body 4, and reinforcing bar net piece 3 sets up on the foundation ditch lateral wall.
Further, the profile steel purlin 1 is connected with the drilling piles at two sides of the branch pipe trench. The shaped steel encloses purlin 1 and separates the setting, and the interval between upper and lower adjacent shaped steel encloses purlin 1 is 1.5 m. The length of the grouting anchor pipe 2 is 6-8m, and a plurality of grout overflow holes are formed in the pipe wall. The reinforcing mesh 3 is a reinforcing mesh of phi 6@100 x 100.
A pipe gallery open cut foundation pit side wall soil retaining method crossing branch pipe ditches comprises the following steps:
(1) firstly, completing construction of main pipe gallery foundation pit bored pile enclosure structures on two sides of an existing branch pipe trench, constructing pile top crown beams 6, and integrally connecting the crown beams 6 on the upper part of the branch pipe trench;
(2) excavating main line pipe gallery foundation pits at the branch pipe ditch in layers, wherein the excavation depth is 1.5m each time, arranging 1 transverse section steel surrounding purlin 1, and reliably connecting the transverse section steel surrounding purlin 1 with drilled piles 5 at two sides of the branch pipe ditch; a grouting anchor pipe 2 is driven into the side wall of the foundation pit, a plurality of grout overflow holes are formed in the pipe wall of the grouting anchor pipe 2, a reinforcing mesh 3 is hung after grouting is injected into the grouting anchor pipe 2, and concrete is sprayed;
(3) and repeating the steps to excavate to the pit bottom.
Preferably, the grouting anchor pipe in the step (2) is a phi 42 grouting anchor pipe with the length of 6-8 m. The slurry overflow hole is a phi 8 slurry overflow hole, and the grouting pressure is 0.5 MPa. The reinforcing mesh is phi 6@100 multiplied by 100. The concrete is C20 concrete. Of course, the present invention is not limited thereto, and those skilled in the art can make modifications and substitutions as required.
Although the present invention has been described with reference to the above embodiments, it is not intended to limit the present invention, and various alternatives and modifications can be made by those skilled in the art without departing from the spirit and scope of the present invention.
Claims (5)
1. The utility model provides a piping lane open cut foundation ditch lateral wall crosses retaining structure of lateral line trench, a serial communication port, enclose purlin (1), slip casting anchor pipe (2) and reinforcing bar net piece (3) including shaped steel, shaped steel encloses purlin (1) and sets up along the horizontal interval of foundation ditch trend, slip casting anchor pipe (2) can pass shaped steel encloses purlin (1) and inserts in soil body (4), reinforcing bar net piece (3) are hung and are set up on the lateral wall of foundation ditch.
2. The soil retaining structure for the pipe gallery open cut foundation pit with the side wall crossing the branch pipe trench according to claim 1, wherein the profile steel purlin (1) is connected with the bored piles (5) at two sides of the branch pipe trench.
3. The soil retaining structure for the pipe gallery open cut foundation pit side wall crossing branch pipe ditches in claim 1, wherein the profile steel purlins (1) are arranged at intervals, and the distance between the upper and lower adjacent profile steel purlins (1) is 1.5 m.
4. The soil retaining structure for the lateral wall of the pipe gallery open cut foundation pit crossing the branch pipe trench according to claim 1, wherein the grouting anchor pipe (2) is 6-8m long, and a plurality of grout overflow holes are arranged on the pipe wall.
5. The soil retaining structure for the pipe gallery open cut foundation pit side wall crossing branch pipe trench according to claim 1, wherein the reinforcing mesh (3) is a reinforcing mesh of Φ 6@100 x 100.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920626174.7U CN209923943U (en) | 2019-05-05 | 2019-05-05 | Piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipe ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920626174.7U CN209923943U (en) | 2019-05-05 | 2019-05-05 | Piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipe ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209923943U true CN209923943U (en) | 2020-01-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920626174.7U Active CN209923943U (en) | 2019-05-05 | 2019-05-05 | Piping lane open cut foundation ditch lateral wall crosses retaining structure of branch pipe ditch |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972634A (en) * | 2019-05-05 | 2019-07-05 | 北京万兴建筑集团有限公司 | A kind of piping lane open-cut foundation ditch side wall earth-retaining method for crossing branch line pipe trench |
-
2019
- 2019-05-05 CN CN201920626174.7U patent/CN209923943U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972634A (en) * | 2019-05-05 | 2019-07-05 | 北京万兴建筑集团有限公司 | A kind of piping lane open-cut foundation ditch side wall earth-retaining method for crossing branch line pipe trench |
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