CN102535302B - Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof - Google Patents
Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof Download PDFInfo
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- CN102535302B CN102535302B CN201110460705.8A CN201110460705A CN102535302B CN 102535302 B CN102535302 B CN 102535302B CN 201110460705 A CN201110460705 A CN 201110460705A CN 102535302 B CN102535302 B CN 102535302B
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Abstract
The invention relates to a temporary pavement blanket structure for a super-shallow buried subsurface-excavated underground engineering, and a construction method of the temporary pavement blanket structure. The temporary pavement blanket structure mainly comprises a main blanket structure, rubber pads, a slope ramp blanket structure, back-pressure steel plate pavement structures and spikes, wherein the main blanket structure is formed by welding a plurality of standard sleeve parts of the main blanket structure; each standard sleeve part of the main blanket structure is formed by welding a plurality of bottom lacing bar plates, a plurality of pieces of middle joist steel and a top printing steel plate; the slope ramp blanket structure is formed by welding a plurality of standard sleeve parts of the slope ramp blanket structure; each standard sleeve part of the slope ramp blanket structure is formed by welding a bottom lacing bar plate, a piece of middle slant variable height joist steel and a top printing steel plate; the rubber pads are fully paved under the temporary pavement blanket structure; and the two back-pressure steel plate pavement structures are respectively arranged at the positions where the slope ramp blanket structure intersects the two sides of a pavement. A reversed-edge construction method is adopted in construction. The temporary pavement blanket structure and the construction method of the temporary pavement blanket structure are simple in structure, convenient and fast in construction, less in influence on the ground transportation and remarkable in the effect of deloading the underground engineering.
Description
Technical field
The present invention relates to a kind of temporary pavement bedding structure of constructing on urban road surfaces that is laid on, relate in particular to a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure and job practices.
Background technology
In the construction of shallow buried covered excavation underground construction underway, the normal method of advance support and preliminary bracing that adopts is reinforced the country rock of underground construction, especially the top country rock, make it keep stable and not produce excessive distortion, can bear the effect of top soil body weight and road vehicles load.But, adverse effect due to factors such as Rock Conditions are poor, thickness of earth covering is thin, underground utilities are many, advance support and preliminary bracing can not effectively be implemented, or the effect that still is not enough to resist upper formation and load of the stratum supporting capacity through reinforcing, cause road surface to subside, jeopardize traffic safety, even bring life and property loss.At present, for underground engineering with shallow, 10～20mm steel plate is laid as ancillary method in the ground of being everlasting.But, because thickness is limited, bending rigidity is little, the effect that diffusion reduces load is limited, according to the material mechanics principle analysis, increases merely producing little effect that steel plate thickness obtains.Vertical motion, under Vehicle Load, occurs in steel plate in addition, can increase vertical dynamic loading on the contrary; Steel plate is subject to the repeated action of horizontal force in Vehicle Driving Cycle or braking procedure, and longitudinal leap occurs.
Summary of the invention
The object of the present invention is to provide a kind of simple in structure, convenient and quick construction, little to the ground traffic impact, underground engineering off-load is made to the bedding of the temporary pavement for super shallow buried covered excavation underground construction structure and the job practices made good use of.By adopting temporary pavement bedding structure, adopt the shaped steel combination structure, increase considerably the bending rigidity of bedding structure, in bedding structure both sides, ramp is set simultaneously, guarantee that road vehicles travels with certain speed-limiting safety, reduce vehicular load directly to the effect of top of underground country rock.
The technical solution used in the present invention is as follows:
A kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure, it is characterized in that: above the shallow buried covered excavation underground construction, road surface is provided with temporary pavement bedding structure, its laying scope is advisable with the scope that can cover Underground Construction and may have influence on along the road longitudinal length, laterally can cover all motorways.Temporary construction road surface bedding structure comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Described main bedding structure consists of some main bedding construction standard external member welding, described main bedding construction standard external member consists of some bottoms lacing plate, some middle parts i iron and a top printed steel plate welding, top printed steel plate, bottom lacing plate and middle part i iron directly weld, every two bottom lacing plate interval 0.5m～1.0m distances, thus the workman is spaced during this time from top steel plate and middle part i iron being welded.Form main bedding structure along bridge to adopting vertical elongated reinforcing bar to weld between the main bedding construction standard external member be arranged side by side, main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and ramp bedding structure adopts horizontal elongated reinforcing bar welding, to the diameter of elongated reinforcing bar, according to the thickness of top steel plate, selects in length and breadth, to guarantee that paving is smooth-going, is advisable, described ramp bedding structure consists of some ramp bedding construction standard external member welding, described ramp bedding construction standard external member is by bottom lacing plate, the oblique And of Varying Depth i iron in middle part and the welding of top printed steel plate form, bottom lacing plate, the welding manner of the oblique And of Varying Depth i iron in middle part and top printed steel plate is identical with the welding manner of main bedding construction standard external member, the oblique And of Varying Depth i iron in middle part is to adopt the complete oblique cutting of i iron to form, form ramp bedding structure along bridge to adopting vertical elongated reinforcing bar to weld between the ramp bedding construction standard external member be arranged side by side, completely be covered with the thick rubber pad of 10～15mm below main bedding structure and sloped sides road bedding structure, as construction temporary pavement bedding structure continuous elastic basis, be provided with back-pressure steel plate pavement structure in the crossing position of ramp bedding structure and road surface, both sides, back-pressure steel plate one end in back-pressure steel plate pavement structure is connected on ramp bedding structure by horizontal elongated steel bar welding, the other end is connected and fixed by railway spike and road surface, and railway spike is fixed on the back-pressure steel plate on road surface by the rear mode of implanting anchoring of punching on road surface.
Described main bedding structure is pressed the lane width precast block, block count i.e. main bedding construction standard suite number equals the sum in up-downgoing motor line track, the length of piecemeal is more than or equal to the span of underground construction, wherein, the width of main bedding construction standard external member is selected to determine by the normal width in concrete track, be divided into these 4 kinds of 3.0m, 3.5m, 3.75m, 4.0m, the length of main bedding construction standard external member is pressed the span determination of underground structure, and is more than or equal to the span of underground structure; Ramp bedding structure is also carried out piecemeal by the motorway number, block count is the sum that ramp bedding construction standard suite number equals the up-downgoing motorway equally, the length of ramp bedding construction standard external member is determined by 3.5% the gradient, comparatively smooth and easy to guarantee driving, the width of ramp bedding construction standard external member is identical with the width of main bedding construction standard external member.The overall length of road surface bedding structure (being the length that main bedding construction standard external member length adds two ramp bedding construction standard external members), by formula
calculate, wherein, the width that b is underground engineering structure, H is the degree of depth of underground engineering structure lower limb bottom surface to road surface, the angle of internal friction weighted average that φ is each soil layer in the H depth bounds.
The described a kind of bedding of the temporary pavement for shallow buried covered excavation underground engineering construction structure, the bedding structure is comprised of external members such as main bedding structure, ramp bedding structure, the close paving rubber pads in back-pressure steel plate paving and bottom.Main bedding structure is comprised of top printed steel plate, middle part i iron and bottom batten plate, prefabricated by the standard lane width, and on-the-spot integral hoisting is laid; Ramp bedding structure is comprised of i iron and the bottom batten plate of top printed steel plate, middle part oblique cutting, and also prefabricated by the standard lane width, on-the-spot integral hoisting is laid; Back-pressure steel plate paving at road transversely by the single width design of having a lot of social connections, road vertically on width design with 4～6m, be advisable.Between each standard external member, the top steel plate adopts the method for laying the welding of joint filling reinforcing bar to connect, and the back-pressure steel plate is fixed on road surface by the railway spike be anchored in road surface.
The job practices of the above-mentioned temporary construction for shallow buried covered excavation underground construction road surface bedding structure is:
Adopt the method for bevelling construction while laying temporary construction road surface bedding structure, the half range road that first seals a side carries out temporary pavement bedding structure to be laid, and has laid rear operation of opening this one-sided road temporary pavement bedding structure; Then, sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure, and intermediate isolating hurdle and guardrails of both sides are set after having laid; Finally, temporary construction road surface bedding structure twocouese is opened operation, and its Specific construction step is:
The first step: measure unwrapping wire, determine the position of construction road surface bedding structure;
Second step: the half range road that first seals the side road surface bedding structure of being constructed is laid, and at first lays the rubber pad as construction bedding structure continuous elastic basis, road surface;
The 3rd step is laid some main bedding construction standard external members on rubber pad, and main bedding construction standard external member is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member, and ramp bedding construction standard external member is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lay;
The 5th step, be welded to connect by vertical elongated reinforcing bar between the some main bedding construction standard external member be arranged side by side along bridge, forms main bedding structure; To also adopting vertical elongated reinforcing bar welding between the some ramp bedding construction standard external members that are arranged side by side, form ramp bedding structure along bridge; Between main bedding structure two ends and ramp bedding structure, direction across bridge adopts horizontal elongated reinforcing bar welding;
The 6th step, repeat second step to the five steps, and sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure;
The 6th step is laid the back-pressure steel plate on ramp bedding structure, and top one end of back-pressure steel plate is connected in the middle of ramp bedding structure by horizontal elongated steel bar welding, and the bottom other end is connected and fixed by railway spike and road surface;
The 7th step, arrange intermediate isolating hurdle and both sides protective guard, recovers two-way and be open to traffic.
In the process that is open to traffic, establish full-time security official 24 hours on duty, while finding local element falling or irregularity, adopt remedial measures in time or safeguard procedures, guarantee traffic safety.
Beneficial effect
Temporary construction for the shallow buried covered excavation underground construction of the present invention road surface bedding structure and job practices is simple in structure, convenient and quick construction, little to the ground traffic impact, underground engineering off-load is made good use of, the construction road surface bedding that the shaped steel of its low clearance and steel plate form, bending rigidity increases considerably, when vehicle passes through, load by the load sharing effect, has alleviated the effect of road vehicles load to the top of underground country rock by construction road surface bedding structure.Laying the thick rubber spacer of one deck 10～15mm between bedding structure and road surface to increase the frictional force between bedding structure and road surface; reduce vertical and extensional vibration; reduced the effect of vehicle dynamic load, road pavement also plays certain protective effect simultaneously, prevents from destroying road surface.Ramp with the contact position, ground, be provided with the back-pressure steel plate, prevent the perk of ramp end, jeopardize traffic safety.The bedding structure is fixed on road surface by anchor spike, longitudinal leap can not occur.Therefore this structure has good application prospect.
The accompanying drawing explanation
Fig. 1 is structural plan of the present invention schematic diagram;
Fig. 2 is bedding structure longitudinal section, the construction road surface schematic diagram of figure mono-of the present invention;
Fig. 3 is the construction road surface bedding structure cross sectional representation of figure mono-of the present invention
Fig. 4 is the main bedding construction standard external member floor map of figure bis-of the present invention;
Fig. 5 is the main bedding construction standard external member longitudinal section schematic diagram of figure bis-of the present invention;
Fig. 6 is the main bedding construction standard external member cross sectional representation of figure bis-of the present invention;
Fig. 7 is the main bedding construction standard external member batten plate detail of construction of figure bis-of the present invention;
Fig. 8 is the slope board bedding construction standard external member floor map of figure bis-of the present invention;
Fig. 9 is the slope board bedding construction standard external member longitudinal section schematic diagram of figure bis-of the present invention;
Figure 10 is the slope board bedding construction standard external member cross sectional representation of figure bis-of the present invention;
In figure:
1-master's bedding construction standard external member; 2-slope board bedding construction standard external member; 3-back-pressure steel plate pavement structure; The 4-road surface; The 5-rubber pad; 6-bottom lacing plate; 7-middle part i iron; 8-top printed steel plate; The elongated reinforcing bar of 9-; The oblique And of Varying Depth i iron in 10-middle part; The 11-railway spike; 12-back-pressure steel plate; The 13-underground construction; The potential plane of fracture of 14-; 15-road edge line; 16-intermediate isolating hurdle.
The specific embodiment
Certain subway access adopts to bury in advance under tunneling wears a busy street, the long 49.99m of passage, structure top thickness of earth covering 1.79～2.94m, the underground structure pattern adopts flat top wall individual layer single span structure, and excavated section is 7.60m * 4.95m, 9.50m * 6.35m (people's air defense section), 3 kinds of sections of 7.80m * 4.95m.
As Figure 1-10 shows, a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure of the present invention, above shallow buried covered excavation underground construction 13, road surface 4 is provided with temporary pavement bedding structure, and temporary construction road surface bedding structure comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Main bedding structure consists of some main bedding construction standard external member 1 welding, main bedding construction standard external member 1 consists of some bottoms lacing plate 6, some middle parts i iron 7 and top printed steel plate 8 welding, every two bottom lacing plate 6 interval 0.5m～1.0m distances, form main bedding structure along bridge to adopting vertical elongated reinforcing bar 9 to weld between the main bedding construction standard external member 1 be arranged side by side; Main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and ramp bedding structure adopts horizontal elongated reinforcing bar 9 welding; Ramp bedding structure consists of some ramp bedding construction standard external member 2 welding, ramp bedding construction standard external member 2 consists of bottom lacing plate 6, the oblique And of Varying Depth i iron 10 in middle part and 8 welding of top printed steel plate, along bridge, to adopting vertical elongated reinforcing bar 9 to weld between the ramp bedding construction standard external member 2 be arranged side by side, forms ramp bedding structures; Main bedding construction standard external member 1 and ramp bedding construction standard external member 2 are welded assembled in the metal processing space, and whole Transporting, to job site, adopts the integral hoisting of 100t mobile crane to lay in place.Completely be covered with the thick rubber pad 5 of 10～15mm below main bedding structure and sloped sides road bedding structure; Be provided with back-pressure steel plate pavement structure 3 in the crossing position of ramp bedding structure and road surface, both sides 4, back-pressure steel plate 12 1 ends in back-pressure steel plate pavement structure 3 are welded on ramp bedding structure by horizontal elongated reinforcing bar 9, and the other end is connected and fixed by railway spike 11 and road surface 4.
Wherein, main bedding structure is pressed the lane width precast block, block count i.e. main bedding construction standard external member 1 is counted the sum that equals up-downgoing motor line track, the length of piecemeal is more than or equal to the span of underground construction 13, wherein, the width of main bedding construction standard external member 1 selects to determine by the normal width in concrete track, is divided into 4 kinds of 3.0m, 3.5m, 3.75m, 4.0m, the length of main bedding construction standard external member 1 is pressed the span determination of underground construction, and is more than or equal to the span of underground construction 13; Ramp bedding structure is also carried out piecemeal by the motorway number, block count is the sum that ramp bedding construction standard external member 2 numbers equal the up-downgoing motorway equally, the length of ramp bedding construction standard external member 2 is definite by 3.5% the gradient, and the width of ramp bedding construction standard external member 2 is identical with the width of main bedding construction standard external member 1; The overall length L of road surface bedding structure is by formula
calculate, wherein, the width that b is underground construction 13, H be underground construction lower limb bottom surface to road surface 4 the degree of depth, the angle of internal friction weighted average that φ is interior each soil layer of H depth bounds.
The job practices of the above-mentioned bedding of the temporary pavement for super shallow buried covered excavation underground construction structure is characterized in that:
Adopt the method for bevelling construction while laying temporary construction road surface bedding structure, the half range road that first seals a side carries out temporary pavement bedding structure to be laid, and has laid rear operation of opening this one-sided road temporary pavement bedding structure; Then, sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure, and intermediate isolating hurdle 16 and guardrails of both sides are set after having laid; Finally, temporary construction road surface bedding structure twocouese is opened operation, and its Specific construction step is:
The first step: measure unwrapping wire, determine the position of construction road surface bedding structure;
Second step: the half range road that first seals the side road surface bedding structure of being constructed is laid, and at first lays the rubber pad as construction bedding structure continuous elastic basis, road surface;
The 3rd step is laid some main bedding construction standard external members 1 on rubber pad 5, and main bedding construction standard external member 1 is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member 2, and ramp bedding construction standard external member 2 is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lay;
The 5th step, be welded to connect by vertical elongated reinforcing bar 9 between the some main bedding construction standard external member 1 be arranged side by side along bridge, forms main bedding structure; To also adopting vertical elongated reinforcing bar 9 welding between the some ramp bedding construction standard external members 2 that are arranged side by side, form ramp bedding structure along bridge; Between main bedding structure two ends and ramp bedding structure, direction across bridge adopts horizontal elongated reinforcing bar 9 welding;
The 6th step, repeat second step to the five steps, and sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure;
The 6th step is laid back-pressure steel plate 12 on ramp bedding structure, and top one end of back-pressure steel plate 12 is welded in by horizontal elongated reinforcing bar 9 in the middle of ramp bedding structure, and the bottom other end is connected and fixed by railway spike 11 and road surface 4;
The 7th step, arrange 16He both sides, intermediate isolating hurdle protective guard, recovers two-way and be open to traffic.
In the process that is open to traffic, establish full-time security official 24 hours on duty, while finding local element falling or irregularity, adopt remedial measures in time or safeguard procedures, guarantee traffic safety.
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (6)
1. the bedding of the temporary pavement for a super shallow buried covered excavation underground construction structure, it is characterized in that: be provided with temporary pavement bedding structure on shallow buried covered excavation underground construction (13) road surface, top (4), temporary construction road surface bedding structure comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Described main bedding structure consists of some main bedding construction standard external members (1) welding, described main bedding construction standard external member (1) consists of some bottom lacing plates (6), some middle parts i iron (7) and a top printed steel plate (8) welding, along bridge, to adopting vertical elongated reinforcing bar (9) to weld between the main bedding construction standard external member (1) be arranged side by side, forms main bedding structure; Main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and ramp bedding structure adopts horizontal elongated reinforcing bar (9) welding; Described ramp bedding structure consists of some ramp bedding construction standard external members (2) welding, described ramp bedding construction standard external member (2) consists of bottom lacing plate (6), the oblique And of Varying Depth i iron in middle part (10) and top printed steel plate (8) welding, along bridge, to adopting vertical elongated reinforcing bar (9) to weld between the ramp bedding construction standard external member (2) be arranged side by side, forms ramp bedding structure; Completely be covered with rubber pad (5) below main bedding structure and sloped sides road bedding structure; Be provided with back-pressure steel plate pavement structure (3) in ramp bedding structure and road surface, both sides (4) crossing position, back-pressure steel plate (12) one ends in back-pressure steel plate pavement structure (3) are welded on ramp bedding structure by horizontal elongated reinforcing bar (9), and the other end is connected and fixed by railway spike (11) and road surface (4).
2. a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure according to claim 1, it is characterized in that: described temporary pavement bedding structure end face and both sides are respectively arranged with intermediate isolating hurdle (16) and guardrails of both sides.
3. a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure according to claim 1, is characterized in that: every two bottom lacing plate (6) interval 0.5m～1.0m distances of described main bedding construction standard external member (1).
4. a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure according to claim 1, is characterized in that: the thick 10～15mm of described rubber pad (5).
5. a kind of bedding of the temporary pavement for super shallow buried covered excavation underground construction structure according to claim 1, it is characterized in that: described main bedding structure is pressed the lane width precast block, block count i.e. main bedding construction standard external member (1) is counted the sum that equals up-downgoing motor line track, the length of piecemeal is more than or equal to the span of underground construction (13), wherein, the width of main bedding construction standard external member (1) is selected to determine by the normal width in concrete track, be divided into 3.0m, 3.5m, 3.75m, 4.0m4 plant, the length of main bedding construction standard external member (1) is by the span determination of underground construction, and be more than or equal to the span of underground construction (13), ramp bedding structure is also carried out piecemeal by the motorway number, block count is the sum that ramp bedding construction standard external member (2) number equals the up-downgoing motorway equally, the length of ramp bedding construction standard external member (2) is definite by 3.5% the gradient, and the width of ramp bedding construction standard external member (2) is identical with the width of main bedding construction standard external member (1), the overall length L of road surface bedding structure is by formula
calculate, wherein, the width that b is underground construction (13), H be underground construction lower limb bottom surface to road surface the degree of depth of (4), the angle of internal friction weighted average that φ is interior each soil layer of H depth bounds.
6. the job practices according to the described bedding of the temporary pavement for super shallow buried covered excavation underground construction of one of claim 1-5 structure is characterized in that:
Adopt the method for bevelling construction while laying temporary construction road surface bedding structure, the half range road that first seals a side carries out temporary pavement bedding structure to be laid, and has laid rear operation of opening this one-sided road temporary pavement bedding structure; Then, sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure, and intermediate isolating hurdle (16) and guardrails of both sides are set after having laid; Finally, temporary construction road surface bedding structure twocouese is opened operation, and its Specific construction step is:
The first step: measure unwrapping wire, determine the position of construction road surface bedding structure;
Second step: the half range road that first seals the side road surface bedding structure of being constructed is laid, and at first lays the rubber pad as construction bedding structure continuous elastic basis, road surface;
The 3rd step, in the upper some main bedding construction standard external members (1) of laying of rubber pad (5), main bedding construction standard external member (1) is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member (2), and ramp bedding construction standard external member (2) is welded into integral body in factory, transports to on-the-spot rear integral hoisting and lay;
The 5th step, be welded to connect by vertical elongated reinforcing bar (9) between the some main bedding construction standard external member (1) be arranged side by side along bridge, forms main bedding structure; To also adopting vertical elongated reinforcing bar (9) welding between the some ramp bedding construction standard external members (2) that are arranged side by side, form ramp bedding structure along bridge; Between main bedding structure two ends and ramp bedding structure, direction across bridge adopts horizontal elongated reinforcing bar (9) welding;
The 6th step, repeat second step to the five steps, and sealing opposite side road carries out the laying of another half range road temporary construction road surface bedding structure;
The 6th step is laid back-pressure steel plate (12) on ramp bedding structure, and top one end of back-pressure steel plate (12) is welded in by horizontal elongated reinforcing bar (9) in the middle of ramp bedding structure, and the bottom other end is connected and fixed by railway spike (11) and road surface (4);
The 7th step, arrange intermediate isolating hurdle (16) and both sides protective guard, recovers two-way and be open to traffic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110460705.8A CN102535302B (en) | 2011-12-31 | 2011-12-31 | Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110460705.8A CN102535302B (en) | 2011-12-31 | 2011-12-31 | Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof |
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| Publication Number | Publication Date |
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| CN102535302A CN102535302A (en) | 2012-07-04 |
| CN102535302B true CN102535302B (en) | 2014-01-01 |
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| CN201110460705.8A Expired - Fee Related CN102535302B (en) | 2011-12-31 | 2011-12-31 | Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof |
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| JP6375334B2 (en) * | 2016-04-19 | 2018-08-15 | 植村 誠 | Road lining method |
| CN106759367A (en) * | 2017-02-24 | 2017-05-31 | 中铁大桥勘测设计院集团有限公司 | The temporary road laying method of open-cut foundation ditch |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003055905A (en) * | 2001-08-07 | 2003-02-26 | Nikko Co Ltd | Footboard for temporary road mat |
| CN101225742A (en) * | 2007-10-17 | 2008-07-23 | 中铁十八局集团有限公司 | Construction method of shallow buried underground excavating tunnel super large section using PBA method |
| JP2010007348A (en) * | 2008-06-26 | 2010-01-14 | Save Machine Co Ltd | Method of temporarily paving manhole recessed area during repairing of manhole |
| CN202090263U (en) * | 2011-05-10 | 2011-12-28 | 长安大学 | Emergency road slab capable of being assembled quickly |
| CN202482727U (en) * | 2011-12-31 | 2012-10-10 | 北京工业大学 | Temporary road surface pavement structure for ultra-shallow burying excavation underground project |
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- 2011-12-31 CN CN201110460705.8A patent/CN102535302B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003055905A (en) * | 2001-08-07 | 2003-02-26 | Nikko Co Ltd | Footboard for temporary road mat |
| CN101225742A (en) * | 2007-10-17 | 2008-07-23 | 中铁十八局集团有限公司 | Construction method of shallow buried underground excavating tunnel super large section using PBA method |
| JP2010007348A (en) * | 2008-06-26 | 2010-01-14 | Save Machine Co Ltd | Method of temporarily paving manhole recessed area during repairing of manhole |
| CN202090263U (en) * | 2011-05-10 | 2011-12-28 | 长安大学 | Emergency road slab capable of being assembled quickly |
| CN202482727U (en) * | 2011-12-31 | 2012-10-10 | 北京工业大学 | Temporary road surface pavement structure for ultra-shallow burying excavation underground project |
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| CN102535302A (en) | 2012-07-04 |
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