CN214577061U - Advanced large pipe shed convenient for rapid construction - Google Patents

Advanced large pipe shed convenient for rapid construction Download PDF

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Publication number
CN214577061U
CN214577061U CN202120359165.3U CN202120359165U CN214577061U CN 214577061 U CN214577061 U CN 214577061U CN 202120359165 U CN202120359165 U CN 202120359165U CN 214577061 U CN214577061 U CN 214577061U
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China
Prior art keywords
steel pipes
steel pipe
grouting
construction
pipe
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CN202120359165.3U
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Chinese (zh)
Inventor
杜孟利
何列
何明
王俊辉
文瑞
张高强
王小松
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China Railway Tunnel Stock Co Ltd
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China Railway Tunnel Stock Co Ltd
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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model discloses an advance big pipe shed convenient for quick construction, which comprises a plurality of grouting steel pipes driven into the soil body along the upper edge of the construction surface of the excavated underground space, the grouting steel pipes are respectively connected by a plurality of short steel pipes in a segmented manner, each short steel pipe is provided with a grout outlet, the front end of the short steel pipe at the forefront of the grouting steel pipe is a tip, the short steel pipes forming the grouting steel pipes are connected by a quick-connection part, thereby effectively improving the construction efficiency, preventing the drilled holes from collapsing, and compared with the welding mode, the quick-connection part is not influenced by underground water and is more firmly connected, and a concrete support body is arranged along the upper edge of the construction surface of the excavated underground space, and guide holes corresponding to the grouting steel pipes are arranged on the concrete support body, when drilling, the guide holes can play a guiding role, and in the process of driving the grouting steel pipes into the holes, because the front end of the drilled hole is a concrete support body, the hole opening cannot collapse and is more stable.

Description

Advanced large pipe shed convenient for rapid construction
Technical Field
The utility model relates to a tunnel construction protection technology field, concretely relates to advance big pipe shed convenient to quick construction.
Background
In the work progress such as underground tunnel, station, often need execute to do the pipe canopy and carry out advance support, the mode of executing to do the pipe canopy does: drilling a hole at the top of the construction surface, forming a hole, then filling a grouting steel pipe, and grouting to form the flaky support. Because each hole needs to be filled with a longer grouting steel pipe, the whole grouting steel pipe is connected by a plurality of short steel pipes in sections.
At present, the connection between the short steel pipe adopts the welding mode to connect, like this, every tie point of pipe shed all need adopt welding process to connect, because welding process construction time is longer, lead to the time of doing of pipe shed to prolong, and during the welding, the hole of drilling exposes for a long time and can not get strutted, can cause the phenomenon in hole collapse behind the pore-forming, in addition, because underground area generally has groundwater, also can lead to the welding degree of difficulty big, thereby hardly guarantee the connection quality between the grout steel pipe.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an advance big pipe canopy convenient to quick construction solves the technical problem that advance big pipe canopy construction speed is slow, the hole collapses easily among the prior art.
In order to solve the technical problem, the utility model discloses a following technical scheme:
designing an advanced large pipe shed convenient for rapid construction, comprising a plurality of grouting steel pipes which are driven into a soil body along the upper edge of a construction surface of an excavated underground space, wherein the grouting steel pipes are respectively connected by a plurality of short steel pipes in sections, each short steel pipe is provided with a grout outlet, the front end of the short steel pipe at the forefront of the grouting steel pipe is a tip, and the short steel pipes forming the grouting steel pipes are connected by a quick connection component;
the quick-connection part is a hoop; or,
the quick-connection component is a sleeve with a first thread section arranged in the front and at the back, and a second thread section connected with the first thread section is correspondingly arranged at the end part of the adjacent short steel pipe.
Preferably, the advanced large pipe shed further comprises a concrete supporting body which is constructed along the upper edge of the construction surface of the excavated underground space, and the concrete supporting body is provided with guide holes corresponding to the grouting steel pipes.
The utility model discloses a main beneficial technological effect lies in:
1. the utility model provides a grout steel pipe of leading big pipe shed convenient to quick construction connects into by a plurality of short steel pipe segmentation respectively, connects the part through staple bolt or screw sleeve etc. meet soon between the short steel pipe of constituteing the grout steel pipe and connect, avoids traditional welding mode to lead to the long drawback of engineering time to can effectively improve the efficiency of construction, the hole phenomenon of collapsing appears in the hole that prevents to bore, and for welding mode, connect the part soon and can not receive the influence of groundwater, connect more firmly.
2. The concrete support body is constructed on the upper edge of the construction surface of the excavated underground space, and the guide holes corresponding to the grouting steel pipes are arranged on the concrete support body.
Drawings
Fig. 1 is the utility model discloses the spatial structure schematic diagram after construction success of an advanced big pipe shed embodiment convenient to quick construction.
Fig. 2 is the utility model discloses the connection schematic diagram of single grout steel pipe in the big pipe shed one embodiment of advance convenient to quick construction.
Fig. 3 is an enlarged view of a portion a of fig. 2.
Fig. 4 is a schematic connection diagram of a single grouting steel pipe in another embodiment of the advanced large pipe shed convenient for rapid construction.
Fig. 5 is a schematic view of a three-dimensional structure of another embodiment of the advanced large pipe shed convenient for rapid construction.
In the above figures, the reference numerals are to indicate: the concrete support comprises an underground space 1, a construction surface 11, a grouting steel pipe 2, a first short steel pipe 21, a second short steel pipe 22, a tip 221, a hoop 23, an upper half hoop sheet 231, a lower half hoop sheet 232, a bolt 233, a sleeve 24, a first thread section 241, a second thread section 25, a concrete support body 3 and a guide hole 31.
Detailed Description
The following embodiments are only intended to illustrate the present invention in detail, and do not limit the scope of the present invention in any way.
Example 1:
a leading large pipe shed convenient for rapid construction, the structure of which refers to fig. 1 to 3.
As shown in fig. 1, the advanced large pipe shed convenient for rapid construction includes a plurality of grouting steel pipes 2 driven into the soil along the upper edge of the construction surface 11 of the excavated underground space 1, as shown in fig. 2, the grouting steel pipes 2 in this embodiment are connected by two short steel pipes in sections, the two short steel pipes are a first short steel pipe 21 and a second short steel pipe 22, the first short steel pipe 21 and the second short steel pipe 22 are provided with grout outlet holes, so that the grouted grout can flow out from the grout outlet holes and be filled into the soil to be coagulated, and the front end of the second short steel pipe 22 at the forefront of the grouting steel pipe 2 is a pointed end 221, so as to conveniently drive the grouting steel pipes into the drilled holes. In this embodiment, two short steel pipes forming the grouting steel pipe 2 are connected through a quick connection component, the quick connection component in this embodiment is the hoop 23, as shown in fig. 3, the hoop includes an upper half hoop sheet 231 and a lower half hoop sheet 232, the upper half hoop sheet 231 and the lower half hoop sheet 232 are clasped at the end portion where the first short steel pipe 21 and the second short steel pipe 22 are connected, and the upper half hoop sheet 231 and the lower half hoop sheet 232 are connected through the bolt 233, which is faster in connection through the hoop 23 compared with a welding mode, and is beneficial to fast construction of a pipe shed. In addition, in a humid environment with much water in the underground space, the welding mode is not firm enough, and the connection through the hoop 23 is firmer than the welding.
Example 2:
a big pipe shed for advancing, which is convenient for quick construction, please refer to fig. 4.
As shown in fig. 4, the difference from embodiment 1 lies in that the quick-connection members on the grouting steel pipes constituting the advanced large shed in this embodiment are sleeves 24 respectively provided with first threaded sections 241 at the front and rear, and the ends of the first short steel pipe 21 and the second short steel pipe 22 adjacent to each other at the front and rear are correspondingly provided with second threaded sections 25 connected with the first threaded sections 241, so that the first short steel pipe 21 and the second short steel pipe 22 can be quickly connected through the sleeves 24, and the construction time is shortened.
Example 3:
a leading large pipe shed convenient for rapid construction, please refer to fig. 5.
As shown in fig. 5, the difference from embodiment 1 is that the advanced large pipe shed in this embodiment further includes a concrete supporting body 3 formed along the upper edge of the construction surface of the excavated underground space, the concrete supporting body 3 is provided with a guide hole 31 corresponding to each grouting steel pipe, and the diameter of the guide hole 31 is larger than the outer diameter of each grouting steel pipe, so that the anchor ear can be driven into the hole. This embodiment is through setting up concrete support body 3 to be equipped with guiding hole 31 on concrete support body 3, it is more convenient to make to bore when executing the pipe shed, and when squeezing into the slip casting steel pipe, guiding function can be played to guiding hole 31, and the steel pipe is squeezed into the process more stably, and the drill way can not collapse.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. References to "first," "second," etc. in this application are intended to distinguish between similar items and not necessarily to describe a particular order or sequence.
The present invention has been described in detail with reference to the accompanying drawings and embodiments, but those skilled in the art will understand that various specific parameters in the above embodiments can be changed or equivalent substitutions can be made on related components, structures and materials without departing from the technical concept of the present invention, thereby forming a plurality of specific embodiments, which are common variations of the present invention and will not be described in detail herein.

Claims (2)

1. An advanced large pipe shed convenient for rapid construction comprises a plurality of grouting steel pipes driven into a soil body along the upper edge of a construction surface of an excavated underground space, wherein the grouting steel pipes are respectively connected by a plurality of short steel pipes in sections, each short steel pipe is provided with a grout outlet, and the front end of the short steel pipe at the forefront of the grouting steel pipe is a tip;
the quick-connection part is a hoop; or,
the quick-connection component is a sleeve with a first thread section arranged in the front and at the back, and a second thread section connected with the first thread section is correspondingly arranged at the end part of the adjacent short steel pipe.
2. The advanced large pipe shed convenient for rapid construction as claimed in claim 1, further comprising a concrete supporting body provided along an upper edge of the construction surface of the excavated underground space, wherein the concrete supporting body is provided with guide holes corresponding to the respective grouting steel pipes.
CN202120359165.3U 2021-02-07 2021-02-07 Advanced large pipe shed convenient for rapid construction Active CN214577061U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120359165.3U CN214577061U (en) 2021-02-07 2021-02-07 Advanced large pipe shed convenient for rapid construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120359165.3U CN214577061U (en) 2021-02-07 2021-02-07 Advanced large pipe shed convenient for rapid construction

Publications (1)

Publication Number Publication Date
CN214577061U true CN214577061U (en) 2021-11-02

Family

ID=78316334

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120359165.3U Active CN214577061U (en) 2021-02-07 2021-02-07 Advanced large pipe shed convenient for rapid construction

Country Status (1)

Country Link
CN (1) CN214577061U (en)

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