CN111396097A - Assembled multi-stage yielding support structure suitable for large-deformation complex tunnel and construction method - Google Patents
Assembled multi-stage yielding support structure suitable for large-deformation complex tunnel and construction method Download PDFInfo
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- CN111396097A CN111396097A CN202010425390.2A CN202010425390A CN111396097A CN 111396097 A CN111396097 A CN 111396097A CN 202010425390 A CN202010425390 A CN 202010425390A CN 111396097 A CN111396097 A CN 111396097A
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- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000011435 rock Substances 0.000 claims abstract description 41
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 230000002457 bidirectional effect Effects 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims abstract description 4
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 238000003466 welding Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 11
- 239000002131 composite material Substances 0.000 claims description 8
- 230000003139 buffering effect Effects 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 6
- 239000007924 injection Substances 0.000 claims description 6
- 239000002861 polymer material Substances 0.000 claims description 3
- 230000035939 shock Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 description 7
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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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
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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
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
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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
- E21D11/22—Clamps or other yieldable means for interconnecting adjacent arch members either rigidly, or allowing arch member parts to slide when subjected to excessive pressure
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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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
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- Mining & Mineral Resources (AREA)
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- Civil Engineering (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
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- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses an assembled multi-stage yielding support structure suitable for a large-deformation complex tunnel and a construction method, wherein the support structure comprises a rigid-plastic filling layer, a tough corrugated plate support layer and a reinforced concrete secondary lining; the tough corrugated plate supporting layer is corrugated, and two adjacent corrugated plates are fixedly connected through a sliding bolt; the waist parts of the corrugated plates at the two sides are provided with bidirectional corrugations; the rigid-plastic filling layer is arranged between the flexible corrugated plate support layer and the surrounding rock; the reinforced concrete secondary lining structure is a cast-in-place reinforced concrete structure and is formed by casting in situ in the tunnel after the deformation of the surrounding rock is basically stable; and welding the two lining steel bars and the corrugated plate. This structure lets presses the deflection big, can satisfy the big yielding of deformation country rock and let and press the strut demand, and supporting construction wholeness is good, has waterproof and antidetonation shock-absorbing capacity concurrently simultaneously, can solve complicated tunnel support problems such as high water pressure tunnel, solution cavity tunnel.
Description
Technical Field
The invention relates to the field of tunnel support, in particular to an assembled multi-stage yielding support structure suitable for a large-deformation complex tunnel and a construction method.
Background
The tunnel construction usually adopts the new Olympic method, and the supporting construction who adopts is mostly reinforced concrete structure. Because the excavation depth of the current tunnel is continuously increased, the surrounding rock pressure borne by the supporting structure is also continuously increased. Especially in the large deformation surrounding rock area, the traditional supporting structure is often crushed due to the excessive deformation of the surrounding rock, and the function is lost. Therefore, the engineering often adopts a mode of allowing the supporting structure to deform under pressure during the design of the supporting structure so as to reduce the pressure borne by the supporting structure. The prior art of the patent adopts long and short anchor rods to combine yielding (CN 110847930A), yielding based on constant resistance sliding hole shearing loss (CN 108979678A) and spring buffering yielding (CN 104100281B). Although the method realizes yielding to a certain extent, the yielding structure is single, and the yielding requirement can not be met when the deformation of the surrounding rock is large; secondly, the arrangement of the pressure yielding device on the supporting structure can reduce the strength and rigidity of the supporting structure, which is not beneficial to the structure safety; moreover, due to the fact that axial stress of the tunnel is uneven, deformation difference of an axial supporting structure of the tunnel is too large due to local yielding deformation, and structural damage is caused; finally, the technology can not meet the supporting requirements of water resistance, seismic resistance, buffering and yielding deformation at the same time.
Disclosure of Invention
The invention aims to provide an assembled multi-stage yielding supporting structure suitable for a large-deformation complex tunnel and a construction method, so as to solve the problems in the background technology.
The assembled multi-stage yielding support structure is suitable for large-deformation complex tunnels and comprises a rigid-plastic filling layer, a tough corrugated plate support layer and a reinforced concrete secondary lining;
the flexible corrugated plate supporting layer is corrugated, the flexible corrugated plate is of a prefabricated structure and consists of a top corrugated plate, two side corrugated plates and a bottom corrugated plate, the corrugated plates are provided with sliding connecting holes and are mutually overlapped, and two adjacent corrugated plates are fixedly connected through sliding bolts;
the waist parts of the corrugated plates at the two sides are provided with bidirectional corrugations, and the corrugation direction of the waist part is vertical to the corrugations of the top corrugated plate and the bottom corrugated plate; load that toughness buckled plate supporting layer bore is mostly the hoop load, under great hoop load effect, and horizontal ripple in the two-way ripple will be compressed, realizes letting of toughness buckled plate supporting layer and presses the deformation to release country rock load, avoid supporting construction to be crushed.
The tough corrugated plate supporting layer has different rigidities in the direction perpendicular to the corrugation direction and along the corrugation direction, and is more prone to generate tensile or compressive deformation in the direction perpendicular to the corrugation direction after being stressed;
when the tunnel is supported, the corrugation direction of the support layer of the tough corrugated plate is perpendicular to the axial direction of the tunnel, so that the support layer is beneficial to adapting to the axial uneven deformation of the tunnel;
the rigid-plastic filling layer is arranged between the tough corrugated plate supporting layer and the surrounding rock to form a flexible waterproof layer closely attached to the tough corrugated plate supporting layer, and the rigid-plastic filling layer also has the characteristics of yielding deformation and shock resistance and buffering;
the reinforced concrete secondary lining structure is a cast-in-place reinforced concrete structure and is formed by casting in situ in the tunnel after the deformation of the surrounding rock is basically stable; welding the second lining steel bar and the corrugated plate;
the reverse grouting method is adopted in the rigid plastic material injection process.
The assembled multistage yielding support structure suitable for the large-deformation complex tunnel has the preferred scheme that the rigid-plastic filling layer is made of high polymer materials.
The assembled multi-stage yielding supporting structure suitable for the large-deformation complex tunnel has the preferred scheme that the rigid-plastic filling layer, the tough corrugated plate supporting layer and the reinforced concrete secondary lining sequentially form the multi-stage yielding composite supporting structure from outside to inside.
The assembled multistage yielding supporting structure suitable for the large-deformation complex tunnel is characterized in that the sliding connecting holes are elongated holes with sawteeth and are fixedly connected through sawtoothed bolts.
The assembled multistage pressure supporting construction that lets suitable for big complicated tunnel that warp, its preferred scheme is that the sawtooth intensity in rectangular shape hole is less than bolt sawtooth intensity on the buckled plate, when the load that receives is great, the buckled plate sawtooth is prior to the bolt sawtooth and is surrendered, the bolt slides down to with lower part sawtooth meshing, and then realize letting press the deformation.
The construction method of the assembled multi-stage yielding support structure suitable for the large-deformation complex tunnel comprises the following steps:
1) excavating a tunnel according to the designed section shape;
2) assembling a tough corrugated plate supporting layer, assembling a top corrugated plate, then assembling two side corrugated plates, and finally assembling a bottom corrugated plate, and fixedly connecting two adjacent corrugated plates through a sliding bolt;
3) injecting rigid plastic materials between the tough corrugated plate support layer and the surrounding rock, wherein a backward grouting method can be adopted in the injection process of the rigid plastic materials, namely, a grouting pipe penetrates through the corrugated plate and is inserted between the tough corrugated plate support layer and the surrounding rock, and grouting is carried out while pulling the pipe, so that the grout is fully filled, and a rigid plastic filling layer is formed;
4) and a reinforced concrete secondary lining is poured inside the tunnel, and the secondary lining reinforcing steel bars need to be welded with the corrugated plates, so that the integrity of the supporting structure is enhanced.
The utility model provides a theory of operation that supporting construction is pressed to assembled multistage letting suitable for big complicated tunnel that warp: the composite support structure sequentially consists of a rigid-plastic filling layer, a tough corrugated plate support layer and a reinforced concrete secondary lining from outside to inside to form a multi-stage yielding composite support structure, wherein the rigid-plastic filling layer has the material characteristics of yielding deformation, seismic buffering and flexible water resistance; forming a gradual change buffer support in the stress release process of the rock, realizing the compact filling of the back of the lining, and forming an effective curtain layer in a high-water-pressure area;
the rigid plastic deformation property of the filling layer is beneficial to effectively controlling the deformation of the surrounding rock when the surrounding rock pressure is not large, but when the surrounding rock pressure is too large and large deformation is generated, the volume of the filling layer is shrunk to release the surrounding rock pressure, and the safety of the supporting structure is guaranteed. The energy absorption property of the tunnel support structure is beneficial to the influence of earthquake load or rockfall impact load on the tunnel support structure, so that the safety of the support structure is further ensured; meanwhile, due to the compression characteristic of the filling layer, the surrounding rock pressure can be ensured to uniformly act on the supporting structure, and the stress condition of the supporting structure can be improved; and underground water in surrounding rocks can be prevented from corroding the steel structure, and the underground water is prevented from entering the inside of the tunnel.
Compared with the prior art, the invention has the beneficial effects that:
1) the assembled multi-level yielding supporting structure and the construction method suitable for the complex tunnel are provided, and the supporting requirements of high-stress, large-deformation and high-water-pressure tunnels can be met;
2) the rigid-plastic filling layer realizes first-stage yielding, a gradual-change buffer support is formed in the rock stress releasing process, the structure is densely filled at the back, so that the stress of the structure is more reasonable, and an effective waterproof curtain layer can be formed in a high-water-pressure area;
3) the support layer of the flexible corrugated plate adopts the bidirectional corrugated plate to realize secondary yielding, the strength and rigidity of the support structure cannot be reduced, and the structural integrity is better; the sliding connecting holes are adopted to realize three-level yielding, so that the yielding deformation is larger, and the method is more suitable for high-stress and large-deformation surrounding rock support;
4) the special corrugated structure of the toughness supporting structure can also realize the stretching and compression deformation along the axial direction of the tunnel, the deformation adaptability is strong, the pressure deformation difference of the axial supporting structure of the tunnel caused by the uneven stress along the axial direction of the tunnel is reduced, and the damage of the supporting structure is avoided.
Drawings
FIG. 1 is a schematic view of an assembled multi-stage yielding composite supporting structure;
FIG. 2 is a schematic view of a supporting layer structure of a flexible corrugated plate;
fig. 3 is an enlarged view of a yielding structure of a support layer of a tough corrugated plate.
In the figure: 1. the reinforced concrete corrugated plate comprises a rigid-plastic filling layer, 2 a tough corrugated plate supporting layer, 3 a reinforced concrete lining, 4 a top corrugated plate, 5 two side corrugated plates, 6 a bottom corrugated plate, 7 a sliding connecting hole, 8 a bidirectional corrugation, 9 surrounding rock.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments; all other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
1-3, the assembled multi-stage yielding support structure suitable for large-deformation complex tunnels comprises a rigid-plastic filling layer 1, a tough corrugated plate support layer 2 and a reinforced concrete secondary lining 3;
the tough corrugated plate supporting layer 2 is corrugated, the tough corrugated plate is of a prefabricated structure and consists of a top corrugated plate 4, two side corrugated plates 5 and a bottom corrugated plate 6, the corrugated plates are provided with sliding connecting holes 7 and are mutually overlapped, and the two adjacent corrugated plates are fixedly connected through sliding bolts;
the waist parts of the corrugated plates 5 at the two sides are provided with bidirectional corrugations 8, and the corrugation direction of the waist parts is vertical to the corrugations of the top corrugated plate 4 and the bottom corrugated plate 6; load that toughness buckled plate supporting layer bore is mostly the hoop load, under great hoop load effect, and horizontal ripple in the two-way ripple will be compressed, realizes yielding of toughness buckled plate supporting layer 2 and warp to release country rock load avoids supporting construction to be crushed.
The tough corrugated plate supporting layer 2 has different rigidities in the direction perpendicular to the corrugation direction and along the corrugation direction, and is more prone to generate tensile or compressive deformation in the direction perpendicular to the corrugation direction after being stressed;
when the tunnel is supported, the corrugated direction of the support layer 2 of the tough corrugated plate is perpendicular to the axial direction of the tunnel, so that the axial nonuniform deformation of the tunnel is favorably adapted;
the rigid-plastic filling layer 1 is arranged between the tough corrugated plate supporting layer 2 and the surrounding rock 9, forms a flexible waterproof layer closely attached to the tough corrugated plate supporting layer 2, and has the characteristics of yielding deformation and shock resistance;
the reinforced concrete secondary lining 3 structure is a cast-in-place reinforced concrete structure and is formed by casting in situ in the tunnel after the deformation of the surrounding rock is basically stable; welding the second lining steel bar and the corrugated plate;
the reverse grouting method is adopted in the rigid plastic material injection process.
The rigid-plastic filling layer 1 is made of high molecular polymer materials.
The rigid-plastic filling layer 1, the tough corrugated plate supporting layer 2 and the reinforced concrete secondary lining 3 sequentially form a multi-stage yielding composite supporting structure from outside to inside.
The sliding connection holes 7 are elongated holes with saw teeth and are fixedly connected through saw-tooth-shaped bolts.
The sawtooth intensity in rectangular shape hole is less than bolt sawtooth intensity on the buckled plate, and when the load that receives was great, the buckled plate sawtooth is prior to the yielding of bolt sawtooth, and the bolt slides down to with the meshing of lower part sawtooth, and then realize letting press the deformation.
The construction method of the assembled multi-stage yielding support structure suitable for the large-deformation complex tunnel comprises the following steps:
1) excavating a tunnel according to the designed section shape;
2) assembling a tough corrugated plate supporting layer 2, assembling a top corrugated plate 4, then assembling two side corrugated plates 5, and finally assembling a bottom corrugated plate 6, and fixedly connecting two adjacent corrugated plates through sliding bolts;
3) injecting rigid plastic materials between the tough corrugated plate support layer 2 and the surrounding rock 9, wherein a reverse grouting method can be adopted in the injection process of the rigid plastic materials, namely, a grouting pipe penetrates through a corrugated plate and is inserted between the tough corrugated plate support layer 2 and the surrounding rock 9, grouting is carried out while pulling the pipe, the filling of slurry is ensured to be full, and a rigid plastic filling layer 1 is formed;
4) and a reinforced concrete second lining 3 is poured inside the tunnel, and the two lining steel bars need to be welded with corrugated plates, so that the integrity of the supporting structure is enhanced.
The utility model provides a theory of operation that supporting construction is pressed to assembled multistage letting suitable for big complicated tunnel that warp: the composite support structure sequentially consists of a rigid-plastic filling layer, a tough corrugated plate support layer and a reinforced concrete secondary lining from outside to inside to form a multi-stage yielding composite support structure, wherein the rigid-plastic filling layer has the material characteristics of yielding deformation, seismic buffering and flexible water resistance; forming a gradual change buffer support in the stress release process of the rock, realizing the compact filling of the back of the lining, and forming an effective curtain layer in a high-water-pressure area;
the rigid plastic deformation property of the filling layer is beneficial to effectively controlling the deformation of the surrounding rock when the surrounding rock pressure is not large, but when the surrounding rock pressure is too large and large deformation is generated, the volume of the filling layer is shrunk to release the surrounding rock pressure, and the safety of the supporting structure is guaranteed. The energy absorption property of the tunnel support structure is beneficial to the influence of earthquake load or rockfall impact load on the tunnel support structure, so that the safety of the support structure is further ensured; meanwhile, due to the compression characteristic of the filling layer, the surrounding rock pressure can be ensured to uniformly act on the supporting structure, and the stress condition of the supporting structure can be improved; the underground water in the surrounding rock can be prevented from corroding the steel structure, and the underground water can be prevented from entering the tunnel;
the tough corrugated plate supporting layer is corrugated and has self-adaptive yielding characteristic; load that toughness buckled plate supporting layer bore is mostly the hoop load, under great hoop load effect, and horizontal ripple in the two-way ripple will be compressed, realizes letting of toughness buckled plate supporting layer and presses the deformation to release country rock load, avoid supporting construction to be crushed.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof.
Claims (6)
1. Multistage pressure supporting construction that lets of assembled suitable for big complicated tunnel that warp, its characterized in that: the supporting structure comprises a rigid-plastic filling layer, a tough corrugated plate supporting layer and a reinforced concrete lining;
the flexible corrugated plate supporting layer is corrugated, the flexible corrugated plate is of a prefabricated structure and consists of a top corrugated plate, two side corrugated plates and a bottom corrugated plate, the corrugated plates are provided with sliding connecting holes and are mutually overlapped, and two adjacent corrugated plates are fixedly connected through sliding bolts;
the waist parts of the corrugated plates at the two sides are provided with bidirectional corrugations, and the corrugation direction of the waist part is vertical to the corrugations of the top corrugated plate and the bottom corrugated plate;
the tough corrugated plate supporting layer has different rigidities in the direction perpendicular to the corrugation direction and along the corrugation direction, and is more prone to generate tensile or compressive deformation in the direction perpendicular to the corrugation direction after being stressed;
when the tunnel is supported, the corrugation direction of the support layer of the tough corrugated plate is perpendicular to the axial direction of the tunnel;
the rigid-plastic filling layer is arranged between the tough corrugated plate supporting layer and the surrounding rock to form a flexible waterproof layer closely attached to the tough corrugated plate supporting layer, and the rigid-plastic filling layer also has the characteristics of yielding deformation and shock resistance and buffering;
the reinforced concrete secondary lining structure is a cast-in-place reinforced concrete structure and is formed by casting in situ in the tunnel after the deformation of the surrounding rock is basically stable; welding the second lining steel bar and the corrugated plate;
a reverse grouting method is adopted in the injection process of the rigid plastic material;
the rigid-plastic filling layer forms a gradual change buffer support in the stress release process of the rock, so that first-level yielding is realized;
the strength and rigidity of the supporting structure cannot be reduced by adopting the bidirectional corrugated plate, the structural integrity is better, and secondary yielding is realized;
adopt the sliding connection hole lets presses the deflection bigger, is adapted to highly stressed and big deformation country rock and struts more, has realized tertiary and has let the pressure.
2. The assembled multi-stage yielding supporting structure suitable for the large-deformation complex tunnel according to claim 1, wherein: the rigid-plastic filling layer is made of high molecular polymer materials.
3. The assembled multi-stage yielding supporting structure suitable for the large-deformation complex tunnel according to claim 1, wherein: the rigid-plastic filling layer, the tough corrugated plate supporting layer and the reinforced concrete secondary lining sequentially form a multi-stage yielding composite supporting structure from outside to inside.
4. The assembled multi-stage yielding supporting structure suitable for the large-deformation complex tunnel according to claim 1, wherein: the sliding connection holes are elongated holes with sawteeth and are fixedly connected through sawteeth-shaped bolts.
5. The assembled multi-stage yielding supporting structure suitable for the large-deformation complex tunnel according to claim 1, wherein: the sawtooth intensity in rectangular shape hole is less than bolt sawtooth intensity on the buckled plate, and when the load that receives was great, the buckled plate sawtooth surmounts earlier than the bolt sawtooth, and the bolt slides down to with lower part sawtooth meshing.
6. The construction method of the assembly type multistage yielding support structure suitable for the large-deformation complex tunnel according to claim 1, wherein the construction method comprises the following steps: 1) excavating a tunnel according to the designed section shape;
2) assembling a tough corrugated plate supporting layer, assembling a top corrugated plate, then assembling two side corrugated plates, and finally assembling a bottom corrugated plate, and fixedly connecting two adjacent corrugated plates through a sliding bolt;
3) injecting rigid plastic materials between the tough corrugated plate support layer and the surrounding rock, wherein a backward grouting method can be adopted in the injection process of the rigid plastic materials, namely, a grouting pipe penetrates through the corrugated plate and is inserted between the tough corrugated plate support layer and the surrounding rock, and grouting is carried out while pulling the pipe, so that the grout is fully filled, and a rigid plastic filling layer is formed;
4) and a reinforced concrete secondary lining is poured inside the tunnel, and the secondary lining reinforcing steel bars need to be welded with the corrugated plates, so that the integrity of the supporting structure is enhanced.
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| CN112796782A (en) * | 2021-03-16 | 2021-05-14 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Buffering energy-absorbing cloth bag beam capable of resisting large deformation of soft rock in underground engineering |
| CN113073993A (en) * | 2021-04-16 | 2021-07-06 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Damping structure for roadway assembled supporting system |
| CN113137242A (en) * | 2021-03-16 | 2021-07-20 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Assembled combined supporting structure for deep underground space tunnel |
| CN113803090A (en) * | 2021-10-20 | 2021-12-17 | 石家庄铁道大学 | Tunnel lets pressure supporting device |
| CN114294011A (en) * | 2022-01-20 | 2022-04-08 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Tunnel separation type prefabricated sleeve lining structure and construction method thereof |
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| CN116378677A (en) * | 2023-05-29 | 2023-07-04 | 湖南省交通规划勘察设计院有限公司 | Tunnel construction method and tunnel structure of full-span filling karst cave section |
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