CN211598675U - Structure is built in conjunction with crossing tunnel - Google Patents
Structure is built in conjunction with crossing tunnel Download PDFInfo
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- CN211598675U CN211598675U CN202020022627.8U CN202020022627U CN211598675U CN 211598675 U CN211598675 U CN 211598675U CN 202020022627 U CN202020022627 U CN 202020022627U CN 211598675 U CN211598675 U CN 211598675U
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Abstract
The utility model is suitable for a municipal works technical field provides an intersection tunnel co-construction structure, and this intersection tunnel co-construction structure has the double-deck section structure of co-construction in upper tunnel, lower floor's tunnel and single hole. The upper layer tunnel and the lower layer tunnel are crossed on the plane, and the combined construction section structure is located at the crossing position of the upper layer tunnel and the lower layer tunnel. The combined construction section structure is separated by a middle plate in the middle position in the vertical direction, and the space above the middle plate is used for the upper layer tunnel vehicles to pass through; the space below the middle plate is used for the vehicles of the lower layer to pass through. Through this structure, can compress the vertical height differential of upper tunnel and lower floor's tunnel extremely, optimize the road line type. And simultaneously, the utility model discloses an intersection tunnel is built jointly structure can follow any face that arrives this cross node in advance and begin the construction, has avoided upper tunnel and lower floor's tunnel construction progress difference and the nest worker problem that leads to, effectively shortens construction period, and the feasibility of implementation is strong, and the cost is low, is worth promoting on a large scale.
Description
Technical Field
The utility model belongs to the technical field of municipal works, especially, relate to an intersection tunnel co-construction structure.
Background
With the rapid rise of urban underground roads, underground overpasses are more and more common. The underground overpass is generally provided with a plurality of ramps, and the ramp and a main line or the ramp and the ramp inevitably have an up-down crossing relationship. The tunnel that passes through from top to bottom generally adopts the mode of independent construction now, and the lower floor's tunnel of generally being under construction earlier during the construction, later constructs upper tunnel. The clear distance between the upper and lower tunnels is generally not less than 4m, the larger the tunnel span is, the larger the clear distance is, so that the influence of the upper tunnel of the backward construction on the lower tunnel of the forward construction is reduced, and the safety of the tunnel during construction is ensured. However, this method has the following problems that the lower layer tunnel must be constructed in advance, if the upper layer tunnel is constructed to the cross node and the lower layer tunnel is not constructed, the upper layer tunnel needs to be stopped, and the lower layer tunnel is reworked after the construction of the node is completed; meanwhile, the tunnel height difference between the upper layer and the lower layer is large, which often results in poor tunnel line type. Therefore, the optimization of the structural form of the underground intersecting tunnel and the proposal of a suitable construction method have important significance.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a structure is built in coordination in looks intersection tunnel, through this structure, can be with the vertical high differential compression of upper and lower layer tunnel extremely close, optimize the road line type.
The utility model is realized in such a way that the intersection tunnel co-construction structure comprises an upper layer tunnel, a lower layer tunnel and a co-construction section structure; the upper layer tunnel and the lower layer tunnel are crossed on the plane in a cross manner, the combined construction section structure is positioned at the crossing position of the upper layer tunnel and the lower layer tunnel, the combined construction section structure is a single-hole double-layer structure, the middle position of the combined construction section structure in the vertical direction is separated by a middle plate, and the space above the middle plate is the upper layer tunnel for the vehicles of the upper layer tunnel to pass through; the space below the middle plate is a lower-layer tunnel for vehicles in the lower-layer tunnel to pass through.
Furthermore, a reinforcing section is arranged in a section of range close to the combined construction section structure of the upper layer tunnel and the lower layer tunnel, the reinforcing section of the upper layer tunnel, the reinforcing section of the lower layer tunnel and the combined construction section structure are composed of a primary support, a waterproof layer and a secondary lining, the primary support adopts a system anchor rod, sprayed concrete and a profile steel arch, and the secondary lining adopts a reinforced concrete structure.
Furthermore, a stress conversion structure is arranged at the connection position of the reinforcement section of the lower layer tunnel and the co-construction section structure, and the stress conversion structure comprises a primary support stress conversion beam arranged in the primary support and a secondary lining stress conversion beam arranged in the secondary lining.
Furthermore, the primary support stress conversion beam adopts a structural steel outer-wrapped sprayed concrete structure, locking steel pipes are arranged on the outer side of the primary support stress conversion beam at certain intervals, one end of each locking steel pipe is located in the surrounding rock, the other end of each locking steel pipe is welded with the structural steel in the primary support stress conversion beam, and the foot of a structural steel arch in the primary support of the upper arch structure of the combined construction section structure is welded on the primary support stress conversion beam.
Furthermore, the two-lining stress conversion beam is of a reinforced concrete structure, one side of the two-lining stress conversion beam is connected with the secondary lining of the lower-layer tunnel, and the upper part of the two-lining stress conversion beam is connected with the secondary lining of the upper-layer arch structure of the combined construction section structure.
Furthermore, the transverse shape of the arch part of the combined construction section structure is consistent with the transverse shape of the upper layer tunnel, and the area of the combined construction section structure below the arch part adopts a straight wall structure.
Furthermore, the lower layer tunnel is close to the outer side of the combined construction section structure and is provided with a deformation joint, and the deformation joint is away from the combined construction section structure by a certain distance.
Furthermore, ditch communicating pipes for connecting ditches at two sides of the upper layer tunnel are longitudinally arranged in the middle plate of the combined construction section structure along the upper layer tunnel.
Compared with the prior art, the utility model, beneficial effect lies in:
the utility model discloses an intersection tunnel is built jointly structure has single-hole bilayer structure's built jointly section structure, and its upper tunnel, lower floor's tunnel are the cross on the plane, build the cross position that section structure is located upper tunnel and lower floor's tunnel jointly. The combined construction section structure is separated by a middle plate in the middle position in the vertical direction, and a space above the middle plate is an upper layer tunnel for the vehicles of the upper layer tunnel to pass through; the space below the middle plate is a lower tunnel for the vehicles in the lower tunnel to pass through. Through this structure, can compress the vertical height differential of upper tunnel and lower floor's tunnel extremely, optimize the road line type. And simultaneously, the utility model discloses an intersection tunnel is built jointly structure can follow any face that arrives this cross node in advance and begin the construction, has avoided upper tunnel and lower floor's tunnel construction progress difference and the nest worker problem that leads to, effectively shortens construction period, and the feasibility of implementation is strong, and the cost is low, is worth promoting on a large scale.
Drawings
Fig. 1 is a schematic plan structure diagram of an intersection tunnel co-construction structure provided by an embodiment of the present invention;
FIG. 2 is a schematic cross-sectional view taken along section 1-1 of FIG. 1;
FIG. 3 is a schematic cross-sectional view taken along section 2-2 of FIG. 1;
FIG. 4 is a schematic cross-sectional view taken along section 3-3 of FIG. 1;
fig. 5 is a schematic cross-sectional view taken along section 4-4 of fig. 1.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "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 simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; the two components can be directly connected or indirectly connected through an intermediate medium, and the two components can be communicated with each other. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Please refer to fig. 1 to 5, which illustrate a preferred embodiment of the present invention, which is a co-building structure of intersecting tunnels, including an upper-layer tunnel 1, a lower-layer tunnel 2, and a single-hole double-layer structure co-building section structure 3. The upper layer tunnel 1 and the lower layer tunnel 2 are crossed on the plane, and the combined construction section structure 3 is positioned at the crossed position of the upper layer tunnel 1 and the lower layer tunnel 2. The combined construction section structure 3 is separated by a middle plate 4 in the middle position in the vertical direction, and the space above the middle plate 4 is an upper layer tunnel 1 for the vehicle to pass through in the upper layer tunnel 1; the space below the middle plate 4 is the lower layer tunnel 2 for the vehicles of the lower layer tunnel 2 to pass through.
Specifically, the upper layer tunnel 1 and the lower layer tunnel 2 are respectively provided with a reinforcing section 1a and a reinforcing section 2a within a range of 10m close to the combined building section structure 3. The reinforcing section 1a of the upper layer tunnel 1 consists of primary supports 5a, a waterproof layer 6a and a secondary lining 7a, the reinforcing section 2a of the lower layer tunnel 2 consists of primary supports 5b, a waterproof layer 6b and a secondary lining 7b, and the combined construction section structure 3 consists of primary supports 5c, a waterproof layer 6c and a secondary lining 7 c. The primary supports 5a, 5b and 5c are all of system anchor rods, shotcrete and steel arches, and the secondary linings 7a, 7b and 7c are all of reinforced concrete structures.
The reinforcing section 2a of the lower-layer tunnel 2 is provided with a stress conversion structure at the connecting position with the co-construction section structure 3, and the stress conversion structure comprises a primary support stress conversion beam 5d arranged in a primary support 5c and a secondary lining stress conversion beam 7d arranged in a secondary lining 7 c.
The primary support stress conversion beam 5d is of a structural steel-coated sprayed concrete structure, the outer side of the primary support stress conversion beam 5a is provided with locking steel tubes 8 according to a certain distance, one end of each locking steel tube 8 is positioned in surrounding rock, the other end of each locking steel tube is welded with the structural steel in the primary support stress conversion beam 5d, and the foot of a section steel arch in a primary support 5c of an upper-layer arch structure of the combined construction section structure 3 is welded on the primary support stress conversion beam 5 d. The secondary lining stressed transfer beam 7d is of a reinforced concrete structure, one side of the secondary lining stressed transfer beam 7d is connected with the secondary lining 7b of the lower-layer tunnel 2, and the upper part of the secondary lining stressed transfer beam 7d is connected with the secondary lining 7c of the upper-layer arch structure of the combined construction section structure 3.
The transverse shape of the arch part of the combined construction section structure 3 is consistent with that of the upper layer tunnel 2, and the area of the combined construction section structure 3 below the arch part adopts a straight wall structure.
The outer side of the lower-layer tunnel 2 close to the co-building section structure 3 is provided with a deformation joint 9, and the distance between the deformation joint 9 and the co-building section structure 3 is 2-10 m.
And ditch communicating pipes 10 which are connected with ditches at two sides of the upper-layer tunnel 1 are longitudinally arranged in the middle plate 4 of the combined construction section structure 3 along the upper-layer tunnel 1.
The intersected tunnel co-construction structure of the embodiment has a co-construction section structure 3 with a single-hole double-layer structure, an upper layer tunnel 1 and a lower layer tunnel 2 are crossed on a plane, and the co-construction section structure 3 is positioned at the crossed position of the upper layer tunnel 1 and the lower layer tunnel 2. The combined construction section structure 3 is separated by a middle plate 4 in the middle position in the vertical direction, and the space above the middle plate 4 is an upper layer tunnel 1 for the vehicle to pass through in the upper layer tunnel 1; the space below the middle plate 4 is a lower layer tunnel 2 for the vehicles of the lower layer tunnel 2 to pass through. Through this structure, can compress the vertical altitude differential of upper tunnel 1 and lower floor's tunnel 2 extremely, optimize the road line type.
The embodiment also provides a construction method of the intersecting tunnel co-construction structure, and the construction method has two schemes according to different construction working faces, and the following detailed description is respectively given by taking the lower-layer tunnel 2 face as the construction working face and the upper-layer tunnel 1 face as the construction working face.
When the tunnel face of the tunnel 2 at the following layer is taken as a construction working face, the construction method of the embodiment comprises the following steps:
s1, constructing the lower layer tunnel 2 to the interface with the combined construction section structure 3;
s2, excavating upper steps of the lower-layer tunnel region of the combined construction section structure 3 and synchronously constructing primary supports 5c of the combined construction section structure;
s3, excavating upwards from the upper step of the lower tunnel region of the combined construction section structure 3 to finish the excavation of the upper arched cavern of the combined construction section structure 3, and synchronously constructing the primary support 5c and the primary support stress conversion beam 5 d;
s4, excavating 5-10 m upper-layer tunnels 1 from the upper cavern of the combined construction section structure 3 to two sides respectively, synchronously constructing primary supports 5a of the upper-layer tunnels, and sealing the tunnel face;
s5, excavating the lower step of the lower layer tunnel region of the co-construction section structure 3 and synchronously constructing the primary support 5 c;
s6, continuously excavating the lower layer tunnel 2 forwards, and synchronously constructing the primary support 5 b;
s7, paving a waterproof layer 6a, a waterproof layer 6b and a waterproof layer 6c of the excavated area, sequentially constructing a secondary lining 7b of a lower-layer tunnel 2 of the excavated area, a secondary lining of a lower-layer structure of the combined construction section structure 3, a secondary lining stressed transfer beam 7d of the combined construction section structure 3, an upper-layer arch-shaped structure secondary lining 7c of the combined construction section structure 3, a secondary lining 7a of an upper-layer tunnel 1 and a middle plate 4 of the combined construction section structure 3, and finishing civil construction of crossed tunnel cross nodes.
Secondly, taking the tunnel face of the tunnel 1 at the upper layer as a construction working face, the construction method of the embodiment comprises the following steps:
s1, constructing the upper layer tunnel 1 to a position 35-10 m beyond the co-construction section structure, and synchronously constructing a primary support 5 a;
s2, constructing a primary support stress conversion beam 5d, and constructing a primary support 5c of an arch cavern at the upper part of the combined construction section structure 3;
s3, downwards excavating the lower half part of the combined construction section structure 3, and synchronously constructing a primary support 5e of the combined construction section structure;
s4, building a temporary trestle at the position where the upper-layer tunnel 1 crosses the co-construction section structure 3 to serve as a construction channel of the upper-layer tunnel 1;
s5, continuing to construct the upper-layer tunnel 1, excavating the lower-layer tunnels 2 to two sides from the lower-layer structure of the combined construction section structure 3 for 5-10 m respectively, synchronously constructing primary supports 5b, and sealing the tunnel face;
s6, paving a waterproof layer 6a, a waterproof layer 6b and a waterproof layer 6c of the excavated area, sequentially constructing a secondary lining 7b of a lower layer tunnel 2 of the excavated area, a secondary lining of a lower layer structure of the combined construction section structure 3, a secondary lining stressed transfer beam 7d of the combined construction section structure 3, an upper layer arch structure secondary lining 7c of the combined construction section structure 3, a secondary lining 7a of an upper layer tunnel 1 and a middle plate 4 of the combined construction section structure 3, and finishing civil construction of crossed tunnel cross nodes.
Therefore, the intersection tunnel co-construction structure of the embodiment can start construction from any tunnel face which reaches the intersection node in advance, avoids the problem of labor shrinkage caused by different construction progress of the upper-layer tunnel 1 and the lower-layer tunnel 2, has strong practicability and low manufacturing cost, and is worthy of large-scale popularization.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (8)
1. A mutual tunnel co-building structure is characterized by comprising an upper layer tunnel, a lower layer tunnel and a co-building section structure; the upper layer tunnel and the lower layer tunnel are crossed on the plane in a cross manner, the combined construction section structure is positioned at the crossing position of the upper layer tunnel and the lower layer tunnel, the combined construction section structure is a single-hole double-layer structure, the middle position of the combined construction section structure in the vertical direction is separated by a middle plate, and the space above the middle plate is the upper layer tunnel for the vehicles of the upper layer tunnel to pass through; the space below the middle plate is a lower-layer tunnel for vehicles in the lower-layer tunnel to pass through.
2. The intersecting tunnel co-construction structure of claim 1, wherein the upper and lower tunnels are provided with a reinforcing section in a range close to the co-construction section structure, the reinforcing section of the upper tunnel, the reinforcing section of the lower tunnel and the co-construction section structure are composed of primary supports, a waterproof layer and a secondary lining, the primary supports are composed of system anchor rods, shotcrete and steel arch frames, and the secondary lining is composed of a reinforced concrete structure.
3. A co-building structure of intersecting tunnels according to claim 2, wherein the reinforcing section of the lower tunnel is provided with a stress-transferring structure at the connection position with the co-building section structure, the stress-transferring structure comprising primary support stress-transferring beams provided in the primary support and secondary lining stress-transferring beams provided in the secondary lining.
4. The intersecting tunnel co-construction structure of claim 3, wherein the primary stress transfer beam is of a section steel-coated sprayed concrete structure, the outside of the primary stress transfer beam is provided with locking steel pipes at certain intervals, one end of each locking steel pipe is positioned in the surrounding rock, the other end of each locking steel pipe is welded with the section steel in the primary stress transfer beam, and the foot parts of the section steel arch frames in the primary support of the upper arch structure of the co-construction section structure are welded on the primary stress transfer beam.
5. The intersecting tunnel co-construction structure of claim 3 or 4, wherein said two lining force transfer beams are of reinforced concrete structure, one side of said two lining force transfer beams is connected with the secondary lining of said lower tunnel, and the upper side of said two lining force transfer beams is connected with the secondary lining of the upper arch structure of the co-construction segment structure.
6. A co-building structure for intersecting tunnels according to claim 1, wherein the cross-sectional shape of the arches of the co-building section structure is consistent with the cross-sectional shape of the upper layer tunnel, and the area of the co-building section structure below the arches thereof is of a straight wall structure.
7. The intersecting tunnel co-construction structure of claim 1, wherein said lower tunnel is provided with deformation joints near the outside of said co-construction section structure, said deformation joints being at a distance from said co-construction section structure.
8. The intersecting tunnel co-construction structure of claim 1, wherein ditch communicating pipes connecting ditches at both sides of the upper tunnel are arranged in the middle plate of the co-construction section structure along the longitudinal direction of the upper tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020022627.8U CN211598675U (en) | 2020-01-06 | 2020-01-06 | Structure is built in conjunction with crossing tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020022627.8U CN211598675U (en) | 2020-01-06 | 2020-01-06 | Structure is built in conjunction with crossing tunnel |
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| Publication Number | Publication Date |
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| CN211598675U true CN211598675U (en) | 2020-09-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020022627.8U Active CN211598675U (en) | 2020-01-06 | 2020-01-06 | Structure is built in conjunction with crossing tunnel |
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| CN (1) | CN211598675U (en) |
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Address after: Unit 1205, block C, building 1, Xinghe legend Garden Phase III, Longtang community, Minzhi street, Longhua District, Shenzhen City, Guangdong Province Patentee after: Shenzhen comprehensive transportation and municipal engineering design and Research Institute Co.,Ltd. Address before: 518000 No.9 Tianbei 4th Road, Luohu District, Shenzhen City, Guangdong Province Patentee before: SHENZHEN TRANSPORTATION DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
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