CN217352514U - Underground pipeline passes through a fender pile structure - Google Patents
Underground pipeline passes through a fender pile structure Download PDFInfo
- Publication number
- CN217352514U CN217352514U CN202221293094.2U CN202221293094U CN217352514U CN 217352514 U CN217352514 U CN 217352514U CN 202221293094 U CN202221293094 U CN 202221293094U CN 217352514 U CN217352514 U CN 217352514U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- pile structure
- retaining wall
- structure according
- ribs
- 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.)
- Active
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a structure for underground pipelines to pass through supporting piles, which comprises a retaining wall arranged between the supporting piles, wherein reserved pipeline mounting openings are formed among the retaining wall, the supporting piles and a crown beam; the reserved pipeline mounting port is provided with pipeline mounting grids for supporting the pipeline. The utility model discloses a retaining wall and a fender pile are connected and are under construction, through reserving the pipeline erection mouth, excavate the time zone upon zone during construction, the merogenesis is pour, also can protect the pipeline safety when guaranteeing the foundation ditch safety, solve the pipeline and pass through the difficult problem of strutting of foundation ditch; the pipeline is convenient to support and fix through the pipeline installation grids.
Description
Technical Field
The utility model relates to a foundation ditch support technical field especially indicates an underground pipeline passes through a fender pile structure.
Background
The foundation pit support is a temporary support structure, and is a retaining, reinforcing and protecting measure adopted for the side wall of the foundation pit and the surrounding environment in order to ensure the safety of the construction of an underground structure and the surrounding environment of the foundation pit.
However, the underground pipe network around the foundation pit is complex, and the phenomenon that the pipeline passes through the support piles inevitably occurs, so that the safety of the foundation pit and the pipeline is influenced.
Disclosure of Invention
Not enough to among the above-mentioned background art, the utility model provides an underground pipeline passes through a fender pile structure has solved among the prior art problem that the pipeline passes through the safety that a fender pile influences foundation ditch and pipeline.
The technical scheme of the utility model is realized like this:
a structure of an underground pipeline crossing supporting pile comprises a retaining wall arranged among supporting piles, wherein a reserved pipeline mounting opening is formed among the retaining wall, the supporting piles and a crown beam; the reserved pipeline mounting port is provided with pipeline mounting grids for supporting the pipeline.
Further, the pipeline installation grids are connected with support piles and/or crown beams.
Further, the pipeline installation lattice comprises a transverse rib anchored into the support pile and a vertical rib connected to the transverse rib.
Further, the transverse ribs and the vertical ribs form an installation frame, and the pipeline is fixedly arranged in the installation frame in a penetrating mode.
Further, the vertical ribs are also connected with a crown beam or a retaining wall.
Furthermore, the retaining wall includes parallel arrangement roof and the bottom plate between the fender pile and is located the pre-buried muscle between roof and the bottom plate, and the anchor is gone into in the fender pile at pre-buried muscle both ends.
Furthermore, the embedded ribs are connected with longitudinal ribs.
Further, concrete is poured between the top plate and the bottom plate to form the retaining wall.
The utility model has the advantages that: the utility model discloses a retaining wall and a fender pile are connected and are under construction, through reserving the pipeline erection mouth, excavate the time zone upon zone during construction, the merogenesis is pour, also can protect the pipeline safety when guaranteeing the foundation ditch safety, solve the pipeline and pass through the difficult problem of strutting of foundation ditch; the pipeline is convenient to support and fix through the pipeline installation grids.
Drawings
In order to illustrate the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and that other drawings can be obtained by those skilled in the art without inventive work.
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is the utility model discloses a section structure schematic diagram of retaining wall and fender pile.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
As shown in fig. 1 and fig. 2, the utility model discloses an underground pipeline passes through a fender pile structure of embodiment 1, including setting up retaining wall 2 between fender pile 1, form between retaining wall 2 and fender pile 1 and the crown beam 3 and reserve the piping erection mouth, be convenient for the piping erection in this reservation piping erection mouth. The retaining wall 2 and the supporting piles are used for connection construction, and through the reserved pipeline mounting openings, the retaining wall is excavated layer by layer and poured section by section during construction, so that the safety of the foundation pit is guaranteed, the safety of the pipeline can be protected, and the problem of difficult support of the pipeline passing through the foundation pit is solved. The reserved pipe installation opening is provided with a pipe installation grid 4 for supporting and fixing a pipe 5.
Further, the pipe installation grid 4 is connected with the support piles 1 and/or the crown beams 3. Specifically, the pipe installation grid 4 includes a transverse rib anchored into the support pile 1 and a vertical rib connected to the transverse rib. The transverse ribs and the vertical ribs form an installation frame, and the pipeline is fixedly arranged in the installation frame in a penetrating mode.
Further, the upper end of the vertical rib close to the crown beam 3 is also connected with the crown beam 3; the lower ends of the vertical ribs close to the retaining wall 2 are also connected with the retaining wall 2.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides an underground pipeline passes through a fender pile structure which characterized in that: the retaining wall structure comprises retaining walls (2) arranged among supporting piles (1), and reserved pipeline mounting openings are formed among the retaining walls (2), the supporting piles (1) and crown beams (3); and a pipeline installation grid (4) for supporting a pipeline (5) is arranged in the reserved pipeline installation opening.
2. The underground pipe crossing support pile structure according to claim 1, wherein: the pipeline installation grids (4) are connected with the support piles (1) and/or the crown beams (3).
3. The underground pipe crossing support pile structure according to claim 1 or 2, wherein: the pipeline installation grid (4) comprises transverse ribs anchored into the supporting piles (1) and vertical ribs connected to the transverse ribs.
4. The underground pipe crossing support pile structure according to claim 3, wherein: the transverse ribs and the vertical ribs form an installation frame, and the pipeline is fixedly arranged in the installation frame in a penetrating mode.
5. The underground pipeline crossing support pile structure according to claim 4, wherein: the vertical ribs are also connected with the crown beam (3) or the retaining wall (2).
6. An underground pipe-through support pile structure according to claim 1, 2, 4 or 5, wherein: the retaining wall (2) comprises a top plate and a bottom plate which are arranged between the supporting piles (1) in parallel and embedded bars located between the top plate and the bottom plate, and two ends of each embedded bar are anchored into the supporting piles (1).
7. The underground pipe crossing support pile structure according to claim 6, wherein: the embedded ribs are connected with longitudinal ribs.
8. The underground pipeline crossing support pile structure according to claim 7, wherein: and concrete is poured between the top plate and the bottom plate to form the retaining wall (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221293094.2U CN217352514U (en) | 2022-05-27 | 2022-05-27 | Underground pipeline passes through a fender pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221293094.2U CN217352514U (en) | 2022-05-27 | 2022-05-27 | Underground pipeline passes through a fender pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217352514U true CN217352514U (en) | 2022-09-02 |
Family
ID=83014756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221293094.2U Active CN217352514U (en) | 2022-05-27 | 2022-05-27 | Underground pipeline passes through a fender pile structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217352514U (en) |
-
2022
- 2022-05-27 CN CN202221293094.2U patent/CN217352514U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105862930B (en) | A kind of protection structure to creating existing tunnel below underground engineering | |
| CN206706772U (en) | A kind of double steel sheet pile supporting construction | |
| WO2023213117A1 (en) | Widening structure and construction method for existing subgrade embankment wall section near river | |
| CN210127485U (en) | Concrete suction type caisson foundation and thin-wall pier stud connecting structure | |
| CN110016919A (en) | A kind of aging blocks install the minimally invasive foundation pit structure of elevator and construction method additional | |
| CN214883687U (en) | Foundation pit supporting structure | |
| CN213926286U (en) | Supporting construction for building foundation engineering | |
| CN214005381U (en) | Bridge pier tip bundle and scouring sheet pile protection structure | |
| CN212104111U (en) | Foundation pit support next to super deep foundation pit of super high-rise subway | |
| CN217352514U (en) | Underground pipeline passes through a fender pile structure | |
| CN212452655U (en) | A reinforced structure that is used for SMW worker method stake to strut system | |
| CN208486272U (en) | A kind of constructing structure of two-tube diagonal brace deep basal pit | |
| CN217559183U (en) | Gas pipeline protection structure next to underground continuous wall | |
| CN213448506U (en) | Plugging structure arranged between foundation pit fender posts | |
| CN210737555U (en) | Underground pipeline in-situ protection mechanism for foundation pit supporting system | |
| JP6302288B2 (en) | Formwork installation method, formwork and underwater structure | |
| CN212452684U (en) | Soil body protective structure between foundation ditch supporting construction bored concrete pile | |
| CN214887086U (en) | Slope debris flow guide-discharge type open cut tunnel structure | |
| CN213805443U (en) | Steel construction, frame beam structure, side slope reinforced structure and reinforcement and support structure | |
| CN212956576U (en) | Confined space high fill roadbed side slope foam concrete's reinforced structure | |
| CN211171994U (en) | Occlusive pile and diaphragm wall combined foundation pit supporting structure | |
| CN111636439A (en) | Soil body protective structure between foundation ditch supporting construction bored concrete pile | |
| CN205742292U (en) | A kind of to the protection structure of existing tunnel below newly-built underground engineering | |
| CN108951618B (en) | Pile anchor supporting device | |
| CN112095665A (en) | Water buoyancy balance construction method applied to subway upper cover |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |