CN111779512B - Method for building tunnel structure - Google Patents
Method for building tunnel structure Download PDFInfo
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- CN111779512B CN111779512B CN202010606862.4A CN202010606862A CN111779512B CN 111779512 B CN111779512 B CN 111779512B CN 202010606862 A CN202010606862 A CN 202010606862A CN 111779512 B CN111779512 B CN 111779512B
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- 238000000034 method Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 239000011435 rock Substances 0.000 claims abstract description 22
- 238000004519 manufacturing process Methods 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 5
- 239000007924 injection Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 6
- 230000002708 enhancing effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/20—Special cross- sections, e.g. corrugated
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/26—Shoes for connecting arch members to longitudinal struts
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/28—Longitudinal struts, i.e. longitudinal connections between adjoining arches
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention relates to the technical field of tunnels, in particular to a method for building a tunnel structure, which comprises the following steps: connecting the two main support frames, and installing first corrugated plates on the tops of the two main support frames to manufacture a prefabricated support, wherein the main support frames are arch-shaped steel pipes; excavating the surrounding rock to form a first step and a second step, wherein the first step is higher than the second step; mounting the prefabricated support to the first step and fixing the prefabricated support to the surrounding rock; mounting a plurality of first corrugated plates to the two main brackets; excavating a first step to reduce the height of the first step; two ends of the main support frame are respectively provided with a first leg section to support the main support frame, and a plurality of second corrugated plates are arranged on two longitudinally adjacent first leg sections, wherein the first leg sections are communicated with the main support frame; injecting concrete into the first leg section and the main support frame; and primary supports are arranged on the first leg section, the main support frame, the first corrugated plate and the second corrugated plate. The aim of the invention is to reinforce the support of the tunnel structure.
Description
Technical Field
The invention relates to the technical field of tunnels, in particular to a method for building a tunnel structure.
Background
In the current tunnel construction, it is often necessary to construct an ultra-large tunnel buried deep in soft rock. However, the extra-large soft rock tunnel has extremely high surrounding rock stress due to overlarge buried depth, and the common supporting structure cannot meet the supporting requirement on the surrounding rock. Therefore, in order to improve the safety of the tunnel, the existing tunnel structure must be reinforced.
Disclosure of Invention
The invention provides a method for building a tunnel structure, and aims to strengthen the support of the tunnel structure.
The construction method of the tunnel structure comprises the following steps: connecting the two main support frames, and installing first corrugated plates at the tops of the two main support frames to manufacture a prefabricated support, wherein the main support frames are arch-shaped steel pipes; excavating the surrounding rock to form a first step and a second step, wherein the first step is higher than the second step; mounting the prefabricated support to the first step and fixing the prefabricated support to the surrounding rock; mounting a plurality of first corrugated plates to the two main support frames; excavating a first step to reduce the height of the first step; two ends of the main support frame are respectively provided with a first leg section to support the main support frame, and a plurality of second corrugated plates are arranged on two longitudinally adjacent first leg sections, wherein the first leg sections are communicated with the main support frame; injecting concrete into the first leg section and the main support frame; and primary supports are arranged on the first leg section, the main support frame, the first corrugated plate and the second corrugated plate.
Optionally, the mounting the first leg section comprises: connecting a first sleeve to the end of the main frame; arranging the first leg section below the end of the main support frame; sleeving a first sleeve to the top of the first leg section; and respectively welding the main support frame and the first leg section with the sleeve.
Optionally, a first limiting protrusion is annularly arranged on the first leg section, and the first sleeve is located on the first limiting protrusion.
Optionally, before the concrete is poured into the first leg section and the main support frame, the method further comprises: continuously excavating the first step to ensure that the height of the first step is continuously reduced; sleeving a second sleeve to the base of the second leg section; disposing the second leg segment below a bottom of the first leg segment; sleeving a second sleeve on top of the second leg section; and welding the second leg section and the first leg section with the second sleeve respectively.
Optionally, a second limiting protrusion is annularly arranged on the second leg section, and the second sleeve is located on the second limiting protrusion.
Optionally, when the second leg sections are completely installed, the plurality of second corrugated plates are installed to two longitudinally adjacent second leg sections, wherein the second leg sections are communicated with the first leg sections.
Optionally, during the injection of concrete into the first leg section and the main support frame, concrete is also injected into the second leg section.
Optionally, the two main brackets are connected by a plurality of connecting pipes.
Optionally, a secondary lining is arranged on the primary support.
Compared with the prior art, the technical scheme provided by the embodiment of the invention has the following advantages:
concrete is filled in the steel pipe support, so that the steel pipe support becomes a steel pipe concrete supply structure, and the steel pipe concrete structure is matched with the corrugated plates on the steel pipe support to form a powerful supporting structure. The supporting structure is connected with the primary support, so that the supporting capacity of the supporting structure is enhanced.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the invention and together with the description, serve to explain the principles of the invention.
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.
FIG. 1 is a schematic view of a support structure according to an embodiment of the present invention;
FIG. 2 is a schematic view of a steel tube support according to an embodiment of the present invention;
fig. 3 is a flow chart illustrating a method for constructing a tunnel structure according to an embodiment of the present invention.
Wherein, 1, supporting structure; 2. a steel pipe bracket; 3. a main support frame; 4. a leg structure; 5. a first corrugated plate; 6. a second corrugated plate; 7. a first leg section; 8. a first sleeve; 9. a first limit protrusion; 10. a second leg section; 11. a second sleeve; 12. a second limit bulge; 13. and (4) connecting the pipes.
Detailed Description
In order that the above objects, features and advantages of the present invention may be more clearly understood, a solution of the present invention will be further described below. It should be noted that the embodiments of the present invention and features of the embodiments may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways than those described herein; it is to be understood that the embodiments described in this specification are only some embodiments of the invention, and not all embodiments.
In the present invention, the longitudinal direction refers to a direction in which the tunnel extends.
As shown in fig. 3, the present invention provides a method of constructing a tunnel structure, which includes: step one, connecting two main support frames 3, and installing first corrugated plates 5 at the tops of the two main support frames 3 to manufacture a prefabricated support, wherein the main support frames 3 are arch-shaped steel pipes; excavating the surrounding rock to form a first step and a second step, wherein the first step is higher than the second step; mounting the prefabricated support to the first step, and fixing the prefabricated support to the surrounding rock; step four, mounting a plurality of first corrugated plates 5 to the two main support frames 3; fifthly, excavating a first step to reduce the height of the first step; step six, mounting a first leg section 7 at each of two ends of the main support frame 3 to support the main support frame 3, and mounting a plurality of second corrugated plates 6 to two longitudinally adjacent first leg sections 7, wherein the first leg sections 7 are communicated with the main support frame 3; seventhly, concrete is injected into the first leg section 7 and the main support frame 3; step eight, arranging primary supports on the first leg section 7, the main support frame 3, the first corrugated plate 5 and the second corrugated plate 6; and step nine, arranging a secondary lining on the primary support.
In step one of the present embodiment, two main frames 3 may be connected by a plurality of connecting pipes 13. The connecting pipe 13 can be connected with the main support frame 3 through bolts or can be directly welded on the main support frame 3. When the prefabricated support is installed to first step, the first buckled plate 5 at 3 tops of main tributary frame supports the country rock, can realize preliminary protection to constructor, has also avoided the safety risk that probably brings when installing the first buckled plate 5 at 3 tops of main tributary frame in the tunnel.
In step two of this embodiment, a prefabricated bracket may also be installed on the second step and the main support frame 3 is supported by the first leg section 7. The main support frame 3 and the first leg section 7 may support the surrounding rock at the second step. It is noted that the first and second steps may be excavated by a drilling and blasting method or other methods, as is well known to those skilled in the art.
In step three of this embodiment, fix the prefabricated stand to the country rock, can prevent to cause the prefabricated stand unstable when excavating first step.
In step four of this embodiment, the first buckled plate 5 of polylith of installing to two main support frames 3 both can support the country rock, also can provide the protection for constructor's construction operation.
In the fifth and sixth steps of this embodiment, the first leg section 7 is installed to ensure the stability of the main supporting frame 3, and the second corrugated plate 6 can support the surrounding rock beside the first leg section 7. The first leg section 7 is tubular and communicates with the main support frame 3. The first leg section 7 may be welded with the main bracket 3. It should be noted that the first corrugation plates 5 and the second corrugation plates 6 may be corrugation plates of the same structure.
In the seventh step of this embodiment, the first leg section 7 and the main support frame 3 may be connected to form the steel pipe support 2, and concrete is injected into the first leg section 7 and the main support frame 3 to form the steel pipe support 2 into a steel pipe concrete structure, and the steel pipe concrete structure cooperates with the corrugated plate to strengthen the support capability for the surrounding rock.
In steps eight and nine of the present embodiment, a preliminary supporting concrete layer may be combined with the corrugated plates and the steel pipe frames 2, thereby enhancing the supporting ability for the surrounding rocks.
In the present embodiment, the steel pipe bracket 2 is formed as steel pipe concrete by connecting the main bracket 3 and the first leg section 7 as the steel pipe bracket 2, and injecting concrete into the steel pipe bracket 2. The concrete filled steel tube and the corrugated plate are connected into the reinforced supporting structure 1, and the supporting structure 1 is connected with primary support, so that the supporting capacity of the supporting structure for surrounding rocks is enhanced.
According to one embodiment of the invention, mounting the first leg section 7 comprises: (1) sleeving a first sleeve 8 to the end part of the main support frame 3; (2) arranging the first leg section 7 below the end of the main support frame 3; (3) the first sleeve 8 is sleeved to the top of the first leg section 7 (moving the first sleeve 8 downwards); (4) the main support frame 3 and the first leg section 7 are welded to the first sleeve 8, respectively.
In the present embodiment, the height of the first step is reduced by excavating the first step, but the bottom surface after excavation is irregular. The space inside the tunnel is limited, which is not conducive to the on-site fabrication of the first leg section 7, so the first leg section 7 is usually a prefabricated member and the length of the first leg section 7 is fixed. For the first leg section 7 to be easy to install, the length of the first leg section 7 needs to be slightly smaller than the distance between the end of the main support frame 3 and the bottom surface of the first step. However, when the first leg section 7 is mounted on the bottom surface of the first step, a gap exists between the first leg section 7 and the end of the main support frame 3, and the first sleeve 8 is used as a connecting member of the first leg section 7 and the end of the main support frame 3, so that the gap between the end of the main support frame 3 and the first leg section 7 can be made up, the connection between the first leg section 7 and the main support frame 3 can be strengthened, and the connection part between the first leg section 7 and the main support frame 3 can be prevented from being broken. And the construction progress can be accelerated by adopting the first sleeve 8 for connection.
In this embodiment, after the first leg section 7 is installed, two longitudinally adjacent first leg sections 7 may be connected by a plurality of connecting pipes 13, so as to reinforce the first leg section 7 and facilitate corrugated board installation.
According to one embodiment of the invention, the first leg section 7 is provided with a first stop protrusion 9 in a ring shape, and the first bushing 8 is located on the first stop protrusion 9.
In this embodiment, when the first leg section 7 is installed, the first bushing 8 is moved down and the first bushing 8 is seated on the first stopper protrusion 9. The first limiting bulge 9 can limit the first sleeve 8 to continuously slide downwards along the first leg section 7, and welding is facilitated for constructors. In addition, when the first leg section 7 is installed, even if the main support frame 3 drops due to geological reasons, the first sleeve 8 is sleeved on the first leg section 7 and supported by the first limiting protrusion 9 (i.e. the first sleeve 8 does not move downwards), so that the first sleeve 8 forms a track for the main support frame 3 to move downwards. The main bracket 3 will move down along the first sleeve and contact the first leg section 7 inside the first sleeve. At this time, the first leg section 7 can stably support the main support frame 3, and the first sleeve 8 limits relative dislocation between the main support frame 3 and the first leg section 7, so that the main support frame 3 is ensured to be always in a relatively stable state, collapse of the main support frame 3 at a connection part with the first leg section 7 is avoided, and safety of constructors is further ensured.
According to one embodiment of the invention, before the injection of concrete into the first leg section 7 and the main bracket 3, it further comprises: (1) continuously excavating the first step to ensure that the height of the first step is continuously reduced; (2) a second sleeve 11 is sleeved to the bottom of the second leg section 10; (3) the second leg section 10 is arranged below the bottom of the first leg section 7; (4) sleeving the second sleeve 11 to the top of the second leg section 10; the second leg section 10 and the first leg section 7 are welded to the second sleeve 11, respectively.
In the implementation, according to the difference of country rock grade, can form tertiary step in the tunnel, first step, second step and third step, the height reduces in proper order. The excavation of the first step is continued and the height of the first step is reduced to the same height as the third step, at which point the second leg section 10 may be installed. The second leg section 10 may support the first leg section 7 and the main support frame 3. The second leg section 10 may be of the same construction as the first leg section 7, i.e. both tubular to facilitate the injection of concrete.
In this embodiment, after the second leg segment 10 is installed, two longitudinally adjacent second leg segments 10 may be connected by a plurality of connecting pipes 13, so as to reinforce the second leg segment 10 and facilitate installation of the corrugated plate.
According to one embodiment of the present invention, the second leg section 10 is provided with a second limit projection 12 in a ring shape, and the second sleeve 11 is located on the second limit projection 12.
In this embodiment, the second sleeve 11 has the same function as the first sleeve 8, and the second limiting protrusion 12 has the same function as the first sleeve 8, so the using method and the beneficial effect of the second sleeve 11 and the second limiting protrusion 12 are not described again.
In the present embodiment, the first bushing 8, the first leg section 7, the second bushing 11 and the second leg section 10 constitute a leg structure 4, and the leg structure 4 supports and fixes the main frame 3. The leg structure 4 and the main support frame 3 are connected to form the steel pipe support 2, and concrete is injected into the steel pipe support 2, so that the steel pipe support 2 forms a steel pipe concrete structure. Of course, when there is only a two-step, the leg structure 4 may be provided without the second sleeve 11 and the second leg.
According to an embodiment of the present invention, when the second leg section 10 is completely installed, the plurality of second corrugation plates 6 are installed to two longitudinally adjacent second leg sections 10, wherein the second leg sections 10 communicate with the first leg section 7. In this embodiment, the second corrugated plate 6 and the second leg section 10 cooperate to support the surrounding rock outside the second leg section 10.
According to one embodiment of the invention, during the injection of concrete into the first leg section 7 and the main bracket 3, concrete is also injected into the second leg section 10. In this embodiment, the second leg section 10 may form a steel pipe concrete structure, thereby enhancing the load bearing capacity.
As shown in fig. 1 to 2, the present invention also provides a tunnel structure including a support structure 1, preliminary bracing, and a secondary lining. The support structure 1 is attached to the tunnel wall. The supporting structure 1 comprises two steel pipe supports 2, the two steel pipe supports 2 are longitudinally distributed along the tunnel, and concrete (the strength of the concrete can be greater than C50 to enhance the supporting capacity) is filled in the steel pipe supports 2. The steel pipe support 2 comprises a main support frame 3 and two supporting leg structures 4, wherein the main support frame 3 is arched, and the two supporting leg structures 4 are respectively connected to two ends of the main support frame 3 to support the main support frame 3. A plurality of first corrugated plates 5 are arranged between the two main support frames 3, and the first corrugated plates 5 are detachably connected with the main support frames 3. A plurality of second corrugated plates 6 are arranged between every two longitudinally adjacent leg structures 4, and the second corrugated plates 6 are detachably connected with the leg structures 4. The primary support is positioned between the secondary lining and the supporting structure 1, and the steel pipe support 2 is fixedly connected with the primary support.
In this embodiment, the steel pipe support 2 is filled with concrete, so that the steel pipe support 2 becomes a steel pipe concrete structure, and the steel pipe concrete structure cooperates with the corrugated plates on the steel pipe support 2 to form a powerful support structure 1. The support structure 1 is connected with primary supports, thereby enhancing the supporting ability of the support structure.
In one embodiment of the invention, the leg arrangement 4 is fixedly connected to the main frame 3. In this embodiment, the fixed connection (e.g. welding) may avoid a break between the leg structure 4 and the main frame 3.
In one embodiment of the present invention, the leg structure 4 comprises a first leg section 7, the top of the first leg section 7 is connected with the end of the main support frame 3 through a first sleeve 8, a first limit protrusion 9 is annularly arranged on the first leg section 7, and the first limit protrusion 9 is located below the first sleeve 8.
In the present embodiment, even if the connection of the top of the first leg section 7 and/or the end of the main bracket 3 to the first bushing 8 is broken due to geological or construction reasons, the first bushing 8 can still be located on the first stopper protrusion 9, so that the first leg section 7 and the main bracket 3 can still be connected by the first bushing 8. Furthermore, since the first bushing 8 is at least partially embedded in the primary supporting concrete, the first bushing 8 is firmly fixed so that the connection between the first leg section 7 and the main bracket 3 is not broken. In addition, the first bushing 8 facilitates quick mounting of the first leg section 7 and maintenance of the stability of the main frame 3, which is not described in detail in this embodiment.
In an embodiment of the present invention, the leg structure 4 may further include a second leg section 10, a top of the second leg section 10 is connected to a bottom of the first leg section 7 through a second sleeve 11, and a second limit protrusion 12 is annularly disposed on the second leg section 10, and the second limit protrusion 12 is located below the second sleeve 11. In this embodiment, the second leg section 10 is similar to the first leg section 7, and the second sleeve 11 is similar to the first sleeve 8, and the structure and function of the two will not be described again.
In one embodiment of the invention the first corrugated plates 5 are bolted to the main frame 3 and the second corrugated plates 6 are bolted to the leg structure 4. For example, a plurality of lug plates may be provided on the main frame 3, the first corrugated plates 5 being screwed to the lug plates so as to be mounted to the main frame 3; a plurality of ear plates may be provided on the leg structure 4, the second corrugation plate 6 being screwed to the ear plates and thereby mounted to the leg structure 4. In this embodiment, the first corrugation plates 5 and the second corrugation plates 6 may be the same corrugation plates.
In one embodiment of the present invention, two steel pipe supports 2 are connected by a plurality of connecting pipes 13, which can both reinforce the steel pipe supports 2 and facilitate the installation of corrugated plates.
It should be noted that, although the two ends of the main support frame 3, the first leg section 7 and the second leg section 10 are shown as straight structures, there is no limitation to this, that is, the shape of the steel pipe bracket 2 may be modified adaptively according to the contour of the tunnel, for example, the two ends of the main support frame 3, the first leg section 7 and the second leg section 10 are set to be circular arc shapes. Also only a part of the corrugated board is shown in the figure for the sake of clarity of the structure of the support structure 1.
It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The foregoing are merely exemplary embodiments of the present invention, which enable those skilled in the art to understand or practice the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (8)
1. A method of constructing a tunnel structure, comprising:
connecting two main supporting frames (3), and installing first corrugated plates (5) at the tops of the two main supporting frames (3) to manufacture a prefabricated support, wherein the main supporting frames (3) are arch-shaped steel pipes;
excavating surrounding rocks to form a first step and a second step, wherein the first step is higher than the second step;
mounting the prefabricated bracket to the first step and securing the prefabricated bracket to the surrounding rock;
mounting a plurality of first corrugated plates (5) to two main brackets (3);
excavating the first step to reduce the height of the first step;
respectively installing a first leg section (7) at two ends of the main support frame (3) to support the main support frame (3), and installing a plurality of second corrugated plates (6) to two longitudinally adjacent first leg sections (7), wherein the first leg sections (7) are communicated with the main support frame (3);
-injecting concrete into the first leg section (7) and the main support frame (3);
before the concrete is injected into the first leg section (7) and the main supporting frame (3), the method further comprises the following steps:
continuously excavating the first step to enable the height of the first step to be continuously reduced;
sleeving a second sleeve (11) to the bottom of the first leg section (7);
-arranging a second leg section (10) below the bottom of the first leg section (7);
sleeving the second sleeve (11) to the top of the second leg section (10);
welding the second leg section (10) and the first leg section (7) to the second sleeve (11), respectively;
the first supporting leg section (7), the main support frame (3), the first corrugated plate (5) and the second corrugated plate (6) are provided with primary supports.
2. The method of constructing a tunnel structure according to claim 1, wherein installing the first leg section (7) comprises:
sleeving a first sleeve (8) to the end of the main support frame (3);
-arranging the first leg section (7) below the end of the main support frame (3);
sleeving the first sleeve (8) to the top of the first leg section (7);
welding the main support frame (3) and the first leg section (7) with the first sleeve (8) respectively.
3. A method of constructing a tunnel structure according to claim 2, wherein the first leg section (7) is provided with a first stop protrusion (9) in an annular shape, the first sleeve (8) being located on the first stop protrusion (9).
4. The method of constructing a tunnel structure according to claim 1, wherein the second leg section (10) is provided with a second limit projection (12) in an annular shape, and the second sleeve (11) is seated on the second limit projection (12).
5. The method of constructing a tunnel structure according to claim 1, wherein a plurality of second corrugation plates (6) are installed to two longitudinally adjacent second leg sections (10) when the second leg sections (10) are completely installed, wherein the second leg sections (10) communicate with the first leg sections (7).
6. Method for constructing a tunnel structure according to claim 5, characterized in that during the injection of concrete into the first leg section (7) and the main brackets (3), concrete is also injected into the second leg section (10).
7. Method for building a tunnel structure according to claim 1, characterised in that two of said main frames (3) are connected by means of a plurality of connecting pipes (13).
8. The method of constructing a tunnel structure according to claim 1, wherein a secondary lining is provided on the preliminary bracing.
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| CN202010606862.4A CN111779512B (en) | 2020-06-29 | 2020-06-29 | Method for building tunnel structure |
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| CN202010606862.4A CN111779512B (en) | 2020-06-29 | 2020-06-29 | Method for building tunnel structure |
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| CN111779512A CN111779512A (en) | 2020-10-16 |
| CN111779512B true CN111779512B (en) | 2022-05-10 |
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| CN210317344U (en) * | 2019-06-03 | 2020-04-14 | 甘肃路桥建设集团有限公司 | Tunnel steel pipe encircles preliminary bracing structure |
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