CN201599040U - Prefabricated segments for shield tunneling - Google Patents
Prefabricated segments for shield tunneling Download PDFInfo
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- CN201599040U CN201599040U CN2010200267359U CN201020026735U CN201599040U CN 201599040 U CN201599040 U CN 201599040U CN 2010200267359 U CN2010200267359 U CN 2010200267359U CN 201020026735 U CN201020026735 U CN 201020026735U CN 201599040 U CN201599040 U CN 201599040U
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Abstract
The utility model discloses prefabricated segments for shield tunneling. Six segments are mutually connected to form a segment ring through bolts; a segment slot is arranged in the middle of the inner lateral side of each of the segments; embedded connecting parts are disposed at intervals on two sides of the segment slot; a first arc-shaped beam and a second arc-shaped beam are arranged inside the segment slots and fixed on the inner sides of the segments via the embedded connecting parts through the bolts; a bottom platform is concreted at the bottom of the segment ring; vertical piles are fixed onto the bottom platform; and the vertical piles are combined into a whole with the arc-shaped beams through welding or fixing; and a plurality of brackets are respectively arranged at intervals on the vertical pile, the first arc-shaped beam and the second arc-shaped beam on the same cross section. The prefabricated segments for shield tunneling reasonably utilize tunnel space, are convenient in construction and low in construction cost, and lead load of cables or pipelines to be transferred to the arc-shaped beams or the vertical piles through the brackets and then transferred to the bottom platform of a tunnel, accordingly strength of the bottom platform of a tunnel is brought into full play, and influence of load of the cables or pipelines on shield tunneling is reduced.
Description
Technical field
The utility model relates to a kind of prefabricated pipe section that is used for shield tunnel, and this prefabricated pipe section that is used for shield tunnel can be applicable to power engineering, municipal engineering, fields such as hydraulic engineering.
Technical background
The city of modern city high load capacity density; land resources is very deficient; overhead wire corridor in the power transmission and transformation net is subjected to land resources; urban planning; the restriction that aspect such as civic landscape and environmental protection is more and more strict; adopt the underground cable tunnel to make up city network; 110kV; the 220kV high pressure; and even the 500kV extra high voltage network is directly introduced the inner city by underground electric power tunnel; solution is to the high-power electric difficulty of transportation in bustling city; can save soil and environmental resource; solve the layout of roads of city network construction and the difficulty of construction, make electrical network and urban construction be able to harmony; coordinated development.For the external at present shield tunnel form that adopts mostly of the electric power tunnel of transmission power, domesticly also exploring the high power cable tunnel of shield tunnel, as the Shanghai World's Fair 500kV shield cable tunnel of building as the city as some metropolis such as Shanghai, Guangzhou.
Shield tunnel reaches the prefabricated pipe section that is used for shield tunnel accordingly and is widely used at city underground.Though the diameter of shield tunnel there are differences, the form unanimity utilizes bolt to be assembled into ring by some sections of jurisdiction, again by some endless tube sheet sections of being assembled into, thereby forms one section operable tunnel, and is safe and reliable, satisfies the requirement that city underground uses fully.Directly apply to the CABLE MATERIALS tunnel if will be widely used in the shield tunnel of subway, then there are the following problems: (1) 110kV and above cable size are thick, from great, if directly directly hang over cable on the prefabricated pipe section that is used for shield tunnel or be fixed on the prefabricated pipe section that is used for shield tunnel by horizontal stand, can cause that then the joint distortion is excessive between section of jurisdiction itself and section of jurisdiction, cause tunnel leak; (2) only with cable suspension or be fixed on the both sides, tunnel, then the tunnel internal space availability ratio is low, and economic benefit is not obvious; (3) with cable suspension or be fixed on the both sides, tunnel, bigger for cross section diameter, as the CABLE MATERIALS tunnel of 6m diameter, power department regular maintenance personnel can't safeguard tunnel upper suspension or fixing cable.
The utility model content
The utility model provides a kind of engineering application cost low, installation accuracy height, the compound novel prefabricated pipe section that is used for shield tunnel of a kind of easily section of jurisdiction and internal frame of constructing at the shortcoming that existing electric power tunnel, municipal piping lane exist.
Utilize the compound novel prefabricated pipe section that is used for shield tunnel of section of jurisdiction and internal frame, the support of weights such as the cable in section of jurisdiction and the rest tunnel, pipeline compound be whole, cable load or other pipe loads are passed to arc beam or vertical post by pernetti, again by the arc beam or vertically post Load Transfer to the tunnel bottom platform.Cable tunnel or municipal piping lane through this method construction, tunnel space is rationally utilized, construction is convenient, the installation accuracy height, overall performance is good, pernetti stability is high, satisfies the construction requirement of cable tunnel or municipal piping lane and the repertoire that operation is used fully, and quick construction, construction costs are low.
The purpose of this utility model is achieved through the following technical solutions:
A kind of prefabricated pipe section that is used for shield tunnel comprises the section of jurisdiction, bottom platform, built-in connection, the first arc beam, the second arc beam, vertical post, pernetti, median septum and section of jurisdiction draw-in groove; Described 6 sections of jurisdiction connect to form 1 section of jurisdiction ring by bolt, connect by crooked bolt between the ring of section of jurisdiction, extend along the tunnel direction; Medial surface middle part, section of jurisdiction is provided with the section of jurisdiction draw-in groove, and the section of jurisdiction draw-in groove is the groove that is provided with at the section of jurisdiction medial surface; The both sides of section of jurisdiction draw-in groove are interval with built-in connection, and built-in connection is the screwed hole that is provided with in the section of jurisdiction; The first arc beam and the second arc beam are arranged in the draw-in groove of section of jurisdiction, by built-in connection by bolt on the inboard, section of jurisdiction, the first arc beam is positioned at the section of jurisdiction inner top side, bottom platform is built in ring bottom, described section of jurisdiction, fix vertical post on the bottom platform, with the welding of vertical post and arc beam or affixedly become integral body, the second arc beam, one end is connected with the first arc beam, and the other end is connected with bottom platform; On the same cross section, vertically on post, the first arc beam and the second arc beam respectively the compartment of terrain be provided with a plurality of pernettis, along on the tunnel bearing of trend, per 1～2m installs the described pernetti of a ring; Cable or municipal pipeline are placed on pernetti.
For further realizing the utility model purpose, the polyamide nut that described built-in connection is pre-buried.
The described first arc beam and the second arc beam are precast concrete beam or prefabricated girder steel, are shaped as the T type.
The described first arc beam and the second arc beam T type girder construction for forming by two angle splice joints.
Described bottom platform is precast concrete platform, pre-manufactured steel platform or cast-in-situ concrete platform, and bottom platform is provided with the gutter.
Described vertical post is precast concrete column or prefabricated steel column.
Described pernetti is precast concrete pernetti or pre-manufactured steel pernetti.
Describedly vertically setting up median septum between the post middle part and the first arc beam, median septum is a rectangular slab.
The utility model compared with prior art has following advantage:
1, result of use is good.The utility model is novel duct pieces of shield tunnel, support that sets up in the tunnel and tunnel bottom platform three organically are configured to a kind of space structures, the cable in section of jurisdiction and the rest tunnel, the support of weights such as pipeline is compound to be whole, load by the arc beam or vertically post Load Transfer to the tunnel bottom platform, can give full play to the intensity and the deformation performance of arc beam and vertical post, the prefabricated pipe section of avoiding being used for shield tunnel bears the load of cable or other pipelines, thereby improve the space utilization rate and the durability that is used for the prefabricated pipe section of shield tunnel in tunnel, result of use is good.Secondly, novel duct pieces of shield tunnel is a concrete prefabricated element, and the support that sets up in the tunnel is precast concrete or pre-manufactured steel member, the component strength height, but and prefabricated component batch production production, quality is easy to guarantee, thereby the engineering reliability height.In addition, the Load Transfer path of the utility model method is clear, helps designing and calculating analysis and quality control on construction, thereby improves design and construction quality.
2, construction is simple, the construction period is short.Construction equipment of the present utility model and technology are simple, and the construction operation face is big, are easy to the grouping of the world economy construction; But the prefabricated component batch production production of erection bracket in the tunnel, and can be prefabricated in advance, thereby the construction period can shorten dramatically.
3, construction cost is lower, helps applying.Because technology of the present utility model is simple, the construction period is short, but batch production, scale and grouping of the world economy production, thereby construction cost is relatively low, helps applying.
Description of drawings
Fig. 1 is the structural representation that the utility model is used for the prefabricated pipe section of shield tunnel.
Fig. 2 is the tunnel segment structure schematic diagram of Fig. 1.
Fig. 3 is the interior side bayonet slot and the built-in connection sectional drawing of the utility model prefabricated pipe section of being used for shield tunnel.
Fig. 4 is the interior side bayonet slot of the utility model prefabricated pipe section of being used for shield tunnel, the sectional drawing that built-in connection is connected with the arc beam.
Fig. 5 is the first arc girder construction schematic diagram among Fig. 1.
Fig. 6 is the second arc girder construction schematic diagram among Fig. 1.
Shown in the figure: the 1-section of jurisdiction; The 2-bottom platform; The 3-built-in connection; The 4-1-first arc beam; The 4-2-second arc beam; The vertical post of 5-; The 6-pernetti; The 7-median septum; 8-cable or municipal pipeline; The 9-gutter; 10-section of jurisdiction draw-in groove; 11-section of jurisdiction lateral surface; 12-section of jurisdiction medial surface; The 13-bolt.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described, need to prove, embodiment is not construed as limiting the claimed scope of the utility model.
Embodiment 1
As Fig. 1～shown in Figure 4, a kind of prefabricated pipe section that is used for shield tunnel comprises section of jurisdiction 1, bottom platform 2, built-in connection 3, the first arc beam 4-1, the second arc beam 4-2, vertically post 5, pernetti 6, median septum 7, gutter 9 and section of jurisdiction draw-in groove 10.6 sections of jurisdiction connect to form 1 section of jurisdiction ring by bolt, connect by crooked bolt between the ring of section of jurisdiction, and section of jurisdiction lateral surface 11 is connected with the tunnel, and section of jurisdiction medial surface 12 constitutes cylindrical space.Medial surface 12 middle parts in section of jurisdiction are provided with section of jurisdiction draw-in groove 10, and section of jurisdiction draw-in groove 10 is the grooves that are provided with at section of jurisdiction medial surface 12; As shown in Figure 3, the both sides of section of jurisdiction draw-in groove 10 are interval with built-in connection 3, and built-in connection 3 is the screwed holes that are provided with in the section of jurisdiction, promptly pre-buried polyamide nut; As shown in Figure 4, the first arc beam 4-1 and the second arc beam 4-2 are arranged in the section of jurisdiction draw-in groove 10, are fixed on 1 inboard, section of jurisdiction by bolt 13 by built-in connection 3, and the first arc beam 4-1 is positioned at section of jurisdiction 1 inner top side, bottom platform 2 is built in the bottom, and bottom platform 2 is the pre-manufactured steel platform; Fix vertical post 5 on the bottom platform 2, vertically post 5 is prefabricated steel column; With vertical post 5 and arc beam 4-1 welding or affixedly become integral body, the second arc beam 4-2, one end is connected with the first arc beam 4-1, and the other end is connected with bottom platform 2; Vertically setting up median septum 7 between post 5 middle parts and the arc beam, median septum 7 is a rectangular slab; Median septum is precast concrete plank or prefabricated steel.On the same cross section vertically on post 5, the first arc beam 4-1 and the second arc beam 4-2 respectively the compartment of terrain be provided with a plurality of pernettis 6, pernetti 6 is the pre-manufactured steel pernetti.Along on the tunnel bearing of trend, per 1～2m installs the described pernetti of a ring; Cable or municipal pipeline 8 are placed on pernetti 6; Bottom platform 2 is provided with gutter 9.Shown in Fig. 5,6, the first arc beam 4-1 and the second arc beam 4-2 are prefabricated girder steel, are shaped as the T type; Present embodiment is the T type girder construction that is formed by two angle splice joints.
A kind of preparation method of the prefabricated pipe section that is used for shield tunnel is as follows:
(1) 6 section of jurisdiction connects to form 1 section of jurisdiction ring by bolt, section of jurisdiction ring width 1.5m, and thickness 0.3m, interior diameter 5.4m, external diameter 6m connects by crooked bolt between the ring of section of jurisdiction; When making duct pieces of shield tunnel, reserve section of jurisdiction draw-in groove 10 at the section of jurisdiction inwall, draw-in groove 10 center lines in section of jurisdiction overlap with 1 center, section of jurisdiction, and section of jurisdiction draw-in groove 10 is a groove structure, draw-in groove width 0.2m, degree of depth 4mm.At pre-buried polyamide nut of section of jurisdiction draw-in groove 10 both sides while, nut length 110 ± 0.5mm, external diameter 53 ± 0.5mm, interior diameter 31 ± 0.5mm.
(2) the prefabricated first arc beam.The first arc beam is spliced by L100 * 7 angle steel (seeing " Code for design of steel structures " GB50017-2003) of two bendings, and external diameter 3678mm, central angle are 64.28 °.
(3) the prefabricated second arc beam.The second arc beam is formed by L100 * 7 angle splice joints of two bendings, external diameter 3678mm, 87.96 ° at central angle.
(4) prefabricated median septum 7 is a square structure, median septum length 2660mm, width 1480mm, thickness 100mm.
(5) apply shield tunnel according to the shield tunnel construction method.
(6) the second arc beam is fixed in duct pieces of shield tunnel inwall bottom (Fig. 1) by the connection built-in fitting of inboard, section of jurisdiction.
(7) pouring construction tunnel bottom concrete platform, berm width 3.2m, thickness 0.6m.
(8) the first arc beam is fixed in duct pieces of shield tunnel upper inside wall (Fig. 1) by the connection built-in fitting of inboard, section of jurisdiction.
(9) fix vertical steel column on platform, steel column is the H shaped steel (seeing " Code for design of steel structures " GB50017-2003) of H150 * 150 * 7 * 10, height 4674mm.
(10) at vertical steel column top vertical steel column and arc beam are welded into integral body;
(11) vertically setting up median septum between post middle part and the arc beam.
(12) precision rest frame, the vertically about 0.5m of spacing on vertical post and arc beam respectively;
(13) repeat above-mentioned (7)～(14) steps along the every 1.5m of tunnel bearing of trend, thereby the cable tunnel of being made up of the compound novel prefabricated pipe section that is used for shield tunnel of section of jurisdiction and internal frame that can be used for the cable tunnel is finished in construction.
The shield tunnel that construction is finished according to said method, except the section of jurisdiction medial surface had section of jurisdiction draw-in groove 10, the section of jurisdiction of embodiment 1 was similar to the section of jurisdiction that general shield tunnel uses; Except that internal construction (be bottom platform 2, built-in connection 3, the first arc beam 4-1, the second arc beam 4-2, vertically post 5, pernetti 6, median septum 7 and gutter 9), main construction method identical with general shield tunnel (shield tunnel of using as subway).Therefore, for embodiment 1, work progress can not need complicated mechanical to cooperate because of the increase of internal construction; From cost, internal construction is simple, increase only be the internal construction cost of materials; On using, 5.4m the tunnel internal diameter the enough placement cable or the space of municipal pipeline are provided, fabricated pernetti 6 has made things convenient for laying of cable or pipeline, and median septum 7 is separated into upper and lower two parts with the tunnel, helps electric power or municipal sector cable or municipal pipeline are safeguarded.
As Fig. 1～shown in Figure 4, a kind of prefabricated pipe section that is used for shield tunnel comprises section of jurisdiction 1, bottom platform 2, built-in connection 3, the first arc beam 4-1, the second arc beam 4-2, vertically post 5, pernetti 6, median septum 7, gutter 9 and section of jurisdiction draw-in groove 10.6 sections of jurisdiction connect to form 1 section of jurisdiction ring by bolt, connect by crooked bolt between the ring of section of jurisdiction, and section of jurisdiction lateral surface 11 is connected with the tunnel, and section of jurisdiction medial surface 12 constitutes cylindrical space.Medial surface 12 middle parts in section of jurisdiction are provided with section of jurisdiction draw-in groove 10, and section of jurisdiction draw-in groove 10 is the grooves that are provided with at section of jurisdiction medial surface 12; As shown in Figure 3, the both sides of section of jurisdiction draw-in groove 10 are interval with built-in connection 3, and built-in connection 3 is the screwed holes that are provided with in the section of jurisdiction, promptly pre-buried polyamide nut; As shown in Figure 4, the first arc beam 4-1 and the second arc beam 4-2 are arranged in the section of jurisdiction draw-in groove 10, be fixed on 1 inboard, section of jurisdiction by bolt 13 by built-in connection 3, the first arc beam 4-1 is positioned at section of jurisdiction 1 inner top side, bottom platform 2 is built in the bottom, bottom platform 2 is the precast concrete platform, also can be the cast-in-situ concrete platform; Fix vertical post 5 on the bottom platform 2, with vertical post 5 and arc beam 4-1 welding or affixedly become whole, vertical post 5 is a precast concrete column; The second arc beam 4-2, one end is connected with the first arc beam 4-1, and the other end is connected with bottom platform 2; Vertically setting up median septum 7 between post 5 middle parts and the arc beam, median septum 7 is a rectangular slab; Median septum is precast concrete plank or prefabricated steel.On the same cross section vertically on post 5, the first arc beam 4-1 and the second arc beam 4-2 respectively the compartment of terrain be provided with a plurality of pernettis 6, pernetti 6 is the precast concrete pernetti; Along on the tunnel bearing of trend, per 1～2m installs the described pernetti of a ring; Cable or municipal pipeline 8 are placed on pernetti 6; Bottom platform 2 is provided with gutter 9.Shown in Fig. 5,6, the first arc beam 4-1 and the second arc beam 4-2 are precast concrete beam, are shaped as the T type.
A kind of preparation method of the prefabricated pipe section that is used for shield tunnel is as follows:
(1) 6 section of jurisdiction connects to form 1 section of jurisdiction ring by bolt, section of jurisdiction ring width 1.0m, and thickness 0.2m, interior diameter 3.68m, external diameter 4.08m connects by crooked bolt between the ring of section of jurisdiction; When making duct pieces of shield tunnel, reserve section of jurisdiction draw-in groove 10 at the section of jurisdiction inwall, draw-in groove 10 center lines in section of jurisdiction overlap with 1 center, section of jurisdiction, and section of jurisdiction draw-in groove 10 is a groove structure, draw-in groove width 0.2m, degree of depth 4mm.At pre-buried polyamide nut of section of jurisdiction draw-in groove 10 both sides while, nut length 110 ± 0.5mm, external diameter 53 ± 0.5mm, interior diameter 31 ± 0.5mm.
(2) the prefabricated first arc beam.The first arc beam is spliced by L100 * 7 angle steel (seeing " Code for design of steel structures " GB50017-2003) of two bendings, and external diameter 2698mm, central angle are 64.28 °.
(3) the prefabricated second arc beam.The second arc beam is formed by L100 * 7 angle splice joints of two bendings, external diameter 2698mm, 87.96 ° at central angle.
(4) prefabricated median septum 7 is a square structure.Median septum length 1800mm, width 800mm, thickness 100mm.
(5) apply shield tunnel according to the shield tunnel construction method.
(6) the second arc beam is fixed in duct pieces of shield tunnel inwall bottom (Fig. 1) by the connection built-in fitting of inboard, section of jurisdiction.
(7) pouring construction tunnel bottom concrete platform, berm width 2.0m, thickness 0.3m.
(8) the first arc beam is fixed in duct pieces of shield tunnel upper inside wall (Fig. 1) by the connection built-in fitting of inboard, section of jurisdiction.
(9) fix vertical steel column on platform, steel column is the H shaped steel (seeing " Code for design of steel structures " GB50017-2003) of H150 * 150 * 7 * 10, height 3180mm.
(10) at vertical steel column top vertical steel column and arc beam are welded into integral body;
(11) vertically setting up median septum between post middle part and the arc beam.
(12) precision rest frame, the vertically about 0.5m of spacing on vertical post and arc beam respectively;
(13) repeat above-mentioned (7)～(14) steps along the every 1.5m of tunnel bearing of trend, thereby the cable tunnel of being made up of the compound novel prefabricated pipe section that is used for shield tunnel of section of jurisdiction and internal frame that can be used for the cable tunnel is finished in construction.
Claims (8)
1. a prefabricated pipe section for shield tunnel is characterized in that: comprise the section of jurisdiction, bottom platform, built-in connection, the first arc beam, the second arc beam, vertical post, pernetti, median septum and section of jurisdiction draw-in groove; Described 6 sections of jurisdiction connect to form 1 section of jurisdiction ring by bolt, connect by crooked bolt between the ring of section of jurisdiction, extend along the tunnel direction; Medial surface middle part, section of jurisdiction is provided with the section of jurisdiction draw-in groove, and the section of jurisdiction draw-in groove is the groove that is provided with at the section of jurisdiction medial surface; The both sides of section of jurisdiction draw-in groove are interval with built-in connection, and built-in connection is the screwed hole that is provided with in the section of jurisdiction; The first arc beam and the second arc beam are arranged in the draw-in groove of section of jurisdiction, by built-in connection by bolt on the inboard, section of jurisdiction, the first arc beam is positioned at the section of jurisdiction inner top side, bottom platform is built in ring bottom, described section of jurisdiction, fix vertical post on the bottom platform, with the welding of vertical post and arc beam or affixedly become integral body, the second arc beam, one end is connected with the first arc beam, and the other end is connected with bottom platform; On the same cross section, vertically on post, the first arc beam and the second arc beam respectively the compartment of terrain be provided with a plurality of pernettis, along on the tunnel bearing of trend, per 1～2m installs the described pernetti of a ring; Cable or municipal pipeline are placed on pernetti.
2. a kind of prefabricated pipe section for shield tunnel according to claim 1, the polyamide nut that described built-in connection is pre-buried.
3. a kind of prefabricated pipe section for shield tunnel according to claim 1, the described first arc beam and the second arc beam are precast concrete beam or prefabricated girder steel, are shaped as the T type.
4. a kind of prefabricated pipe section for shield tunnel according to claim 3, the described first arc beam and the second arc beam T type girder construction for forming by two angle splice joints.
5. a kind of prefabricated pipe section for shield tunnel according to claim 1, described bottom platform are precast concrete platform, pre-manufactured steel platform or cast-in-situ concrete platform, and bottom platform is provided with the gutter.
6. a kind of prefabricated pipe section for shield tunnel according to claim 1, described vertical post are precast concrete column or prefabricated steel column.
7. a kind of prefabricated pipe section for shield tunnel according to claim 1, described pernetti are precast concrete pernetti or pre-manufactured steel pernetti.
8. a kind of prefabricated pipe section for shield tunnel according to claim 1 is describedly vertically setting up median septum between the post middle part and the first arc beam, and median septum is a rectangular slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200267359U CN201599040U (en) | 2010-01-14 | 2010-01-14 | Prefabricated segments for shield tunneling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200267359U CN201599040U (en) | 2010-01-14 | 2010-01-14 | Prefabricated segments for shield tunneling |
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| Publication Number | Publication Date |
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| CN201599040U true CN201599040U (en) | 2010-10-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010200267359U Expired - Lifetime CN201599040U (en) | 2010-01-14 | 2010-01-14 | Prefabricated segments for shield tunneling |
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| CN (1) | CN201599040U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444408A (en) * | 2011-11-18 | 2012-05-09 | 中铁十二局集团有限公司 | Secondary lining split mounting type stop device for underground excavation tunnel of subway |
| CN101761344B (en) * | 2010-01-14 | 2012-05-30 | 华南理工大学 | Preparation method of shield tunnel prefabricated segment |
| CN104420480A (en) * | 2013-08-21 | 2015-03-18 | 贵阳铝镁设计研究院有限公司 | Collapsible loess area integrated pipe network layout method and structure |
| CN105673021A (en) * | 2016-03-28 | 2016-06-15 | 北京市政建设集团有限责任公司 | Comprehensive pipe rack of shield tunnel and construction method of comprehensive pipe rack |
| CN106861089A (en) * | 2017-03-17 | 2017-06-20 | 成都格瑞思文化传播有限公司 | A kind of electric power fire-fighting tunnel |
| CN107477268A (en) * | 2017-07-28 | 2017-12-15 | 宁夏大林科技有限公司 | Steel-plastic pipeline and its special prepare mould and preparation method |
| CN108868817A (en) * | 2018-07-12 | 2018-11-23 | 中铁第四勘察设计院集团有限公司 | A kind of connection structure of cable conduit and shield tunnel containing the connection structure |
| CN111082387A (en) * | 2020-01-14 | 2020-04-28 | 华南理工大学 | Large-diameter power tunnel cable inner support |
| CN112160769A (en) * | 2020-09-23 | 2021-01-01 | 济南轨道交通集团有限公司 | Prefabricated shield segment formed by post-pouring, segment assembly and construction method |
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2010
- 2010-01-14 CN CN2010200267359U patent/CN201599040U/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761344B (en) * | 2010-01-14 | 2012-05-30 | 华南理工大学 | Preparation method of shield tunnel prefabricated segment |
| CN102444408A (en) * | 2011-11-18 | 2012-05-09 | 中铁十二局集团有限公司 | Secondary lining split mounting type stop device for underground excavation tunnel of subway |
| CN104420480A (en) * | 2013-08-21 | 2015-03-18 | 贵阳铝镁设计研究院有限公司 | Collapsible loess area integrated pipe network layout method and structure |
| CN104420480B (en) * | 2013-08-21 | 2016-06-08 | 贵阳铝镁设计研究院有限公司 | The method for arranging of Collapsible Loess District comprehensive pipe network and structure |
| CN105673021A (en) * | 2016-03-28 | 2016-06-15 | 北京市政建设集团有限责任公司 | Comprehensive pipe rack of shield tunnel and construction method of comprehensive pipe rack |
| CN106861089A (en) * | 2017-03-17 | 2017-06-20 | 成都格瑞思文化传播有限公司 | A kind of electric power fire-fighting tunnel |
| CN107477268A (en) * | 2017-07-28 | 2017-12-15 | 宁夏大林科技有限公司 | Steel-plastic pipeline and its special prepare mould and preparation method |
| CN107477268B (en) * | 2017-07-28 | 2023-10-20 | 宁夏大林科技有限公司 | Steel-plastic pipeline, special preparation mold and preparation method thereof |
| CN108868817A (en) * | 2018-07-12 | 2018-11-23 | 中铁第四勘察设计院集团有限公司 | A kind of connection structure of cable conduit and shield tunnel containing the connection structure |
| CN108868817B (en) * | 2018-07-12 | 2023-12-19 | 中铁第四勘察设计院集团有限公司 | Connection structure of cable channel and shield tunnel comprising connection structure |
| CN111082387A (en) * | 2020-01-14 | 2020-04-28 | 华南理工大学 | Large-diameter power tunnel cable inner support |
| CN111082387B (en) * | 2020-01-14 | 2024-04-12 | 华南理工大学 | Large-diameter power tunnel cable inner support |
| CN112160769A (en) * | 2020-09-23 | 2021-01-01 | 济南轨道交通集团有限公司 | Prefabricated shield segment formed by post-pouring, segment assembly and construction method |
| CN112160769B (en) * | 2020-09-23 | 2023-03-21 | 济南轨道交通集团有限公司 | Prefabricated shield segment formed by post-pouring, segment assembly and construction method |
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| GR01 | Patent grant | ||
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| CX01 | Expiry of patent term |
Granted publication date: 20101006 |