CN102535302A - 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
- Publication number
- CN102535302A CN102535302A CN2011104607058A CN201110460705A CN102535302A CN 102535302 A CN102535302 A CN 102535302A CN 2011104607058 A CN2011104607058 A CN 2011104607058A CN 201110460705 A CN201110460705 A CN 201110460705A CN 102535302 A CN102535302 A CN 102535302A
- Authority
- CN
- China
- Prior art keywords
- bedding
- ramp
- construction
- bedding structure
- main
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Road Paving Structures (AREA)
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 the urban road surfaces that is laid on, relate in particular to a kind of temporary pavement bedding structure and job practices that is used for ultra shallow buried covered excavation underground construction.
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 makes it keep stablizing and not producing excessive distortion, can bear the effect of top soil body weight and road vehicles load.But; Because the adverse effect of factors such as Rock Conditions is poor, thickness of earth covering is thin, underground utilities are many; Advance support and preliminary bracing can not effectively be implemented, or through the effect that the stratum supporting capacity of reinforcing still is not enough to resist upper formation and load, cause the road surface to subside; Jeopardize traffic safety, even bring life and property loss.At present, for the shallow embedding underground construction, the floor pavement of being everlasting 10～20mm steel plate is as ancillary method.But because thickness is limited, bending rigidity is little, and the effect that diffusion reduces load is limited, according to the material mechanics principle analysis, increases producing little effect that steel plate thickness obtains merely.Vertical motion takes place in steel plate under the vehicular load effect in addition, can increase vertical dynamic loading on the contrary; Steel plate receives the effect repeatedly of horizontal force in vehicle ' or the braking procedure, and longitudinal leap takes place.
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 traffic above-ground influence, underground engineering off-load made the temporary pavement bedding structure and the job practices that are used for ultra shallow buried covered excavation underground construction made good use of.Through adopting temporary pavement bedding structure; Adopt the shaped steel combining structure, increase considerably the bending rigidity of bedding structure, in bedding structure both sides ramp is set simultaneously; Guarantee road vehicles with certain speed limit safety traffic, reduce vehicular load directly to the effect of top of underground country rock.
The technical scheme that the present invention adopts is following:
A kind of temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction; It is characterized in that: the road surface is provided with temporary pavement bedding structure above the shallow buried covered excavation underground construction; Its laying scope is advisable with the scope that structure construction under can mulched ground possibly have influence on along the road longitudinal length, laterally can cover all motorways.Interim construction road surface bedding structure comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Said main bedding structure is made up of some main bedding construction standard external member welding; Said main bedding construction standard external member is made up 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; Per two blocks of bottom lacing plates are 0.5m～1.0m distance at interval, thereby the workman is spaced from can top steel plate and middle part i iron being welded during this time.Between the main bedding construction standard external member that is arranged side by side, adopt vertical elongated reinforcing bar welding to constitute main bedding structure along bridge; Main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and the ramp bedding structure adopts horizontal elongated reinforcing bar welding, selects for use according to the thickness of top steel plate to the diameter of elongated reinforcing bar in length and breadth, is advisable to guarantee that the paving is smooth-going; Said ramp bedding structure is made up of some ramp bedding construction standard external member welding; Said ramp bedding construction standard external member is made up of bottom lacing plate, oblique degree of the uprising i iron in middle part and the welding of top printed steel plate; The welding manner of bottom lacing plate, oblique degree of the uprising i iron in middle part and top printed steel plate is identical with the welding manner of main bedding construction standard external member; Oblique degree of the uprising i iron in middle part is to adopt the complete oblique cutting of i iron to form, and between the ramp bedding construction standard external member that is arranged side by side, adopts vertical elongated reinforcing bar welding to constitute ramp bedding structure along bridge; Below main bedding structure and sloped sides road bedding structure, completely be covered with the thick rubber pad of 10～15mm, as the continuous flexible foundation of construction temporary pavement bedding structure; 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 the back-pressure steel plate pavement structure is welded on the ramp bedding structure through horizontal elongated reinforcing bar; The other end is connected fixing with the road surface through railway spike, railway spike is fixed on the back-pressure steel plate on the road surface through the mode of implanting anchoring in punching back on the road surface.
Said main bedding structure is pressed the lane width precast block; The promptly main bedding construction standard of block count suite number equals the sum in up-downgoing motor line track, and 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 confirm 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 of underground structure and is confirmed, and more than or equal to the span of underground structure; Ramp bedding structure is also come 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 confirmed 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 length overall of road surface bedding structure (being the length that main bedding construction standard external member length adds two ramp bedding construction standard external members); Calculate by formula
; Wherein, B is the width of underground engineering structure; H is the degree of depth of underground engineering structure lower limb bottom surface to the road surface, and φ is the angle of internal friction weighted average of each soil layer in the H depth bounds.
Described a kind of temporary pavement bedding structure that is used for the shallow buried covered excavation underground engineering construction, the bedding structure is made up of external members such as main bedding structure, ramp bedding structure, the close shop in back-pressure steel plate paving and bottom rubber pads.Main bedding structure is made up of top printed steel plate, middle part i iron and bottom batten plate, and is prefabricated by the standard lane width, and on-the-spot integral hoisting is laid; Ramp bedding structure is made up of the 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 the width design be advisable with 4～6m.The top steel plate adopts the method for laying the welding of joint filling reinforcing bar to connect between each standard external member, and the back-pressure steel plate is fixed on the road surface through the railway spike that is anchored in the road surface.
The above-mentioned job practices that is used for the interim construction road surface bedding structure of shallow buried covered excavation underground construction is:
Lay the method that adopts the bevelling construction when temporarily constructing road surface bedding structure, the half range road that promptly seals a side earlier carries out the laying of temporary pavement bedding structure, lays the operation of opening this one-sided road temporary pavement bedding structure after accomplishing; Then, sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road, lays intermediate isolating hurdle and guardrails of both sides to be set after accomplishing; At last, the road surface bedding structure twocouese of temporarily constructing is opened operation, and its concrete construction sequence is:
The first step: measure unwrapping wire, confirm the position of construction road surface bedding structure;
Second step: earlier the half range road of the sealing one side road surface bedding structure of constructing is laid, and at first lays the rubber pad as the continuous flexible foundation of construction road surface bedding structure;
The 3rd step, on rubber pad, lay some main bedding construction standard external members, main bedding construction standard external member is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member, ramp bedding construction standard external member is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 5th step was welded to connect through vertical elongated reinforcing bar between the some main bedding construction standard external member that is arranged side by side along bridge, constituted main bedding structure; Between the some ramp bedding construction standard external members that are arranged side by side, also adopt vertical elongated reinforcing bar welding along bridge, constitute ramp bedding structure; Direction across bridge adopts horizontal elongated reinforcing bar welding between main bedding structure two ends and the ramp bedding structure;
The 6th step repeated for second step to the 5th step, and sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road;
The 6th step, on ramp bedding structure, lay the back-pressure steel plate, top one end of back-pressure steel plate is welded in through horizontal elongated reinforcing bar in the middle of the ramp bedding structure, and the bottom other end is connected fixing with the road surface through railway spike;
The 7th step was provided with intermediate isolating hurdle and both sides protective guard, recovered two-way being open to traffic.
In the process that is open to traffic, it is on duty to establish full-time security official 24 hours, when finding local element falling or irregularity, in time adopts remedial measures or safeguard procedures, guarantees traffic safety.
Beneficial effect
Of the present invention be used for the interim construction road surface bedding structure of shallow buried covered excavation underground construction and job practices is simple in structure, convenient and quick construction, little to traffic above-ground influence, 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 are formed; Bending rigidity increases considerably; Load through 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 when vehicle passes through.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 the certain protection effect simultaneously, prevents to destroy the 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 the road surface through anchor spike, longitudinal leap can not take place.Therefore this structure has good application prospects.
Description of drawings
Fig. 1 is a structural plan of the present invention sketch map;
Fig. 2 is bedding structure longitudinal section, the construction road surface sketch map of figure one of the present invention;
Fig. 3 is the construction road surface bedding structure cross sectional representation of figure one of the present invention
Fig. 4 is the main bedding construction standard external member floor map of figure two of the present invention;
Fig. 5 is the main bedding construction standard external member longitudinal section sketch map of figure two of the present invention;
Fig. 6 is the main bedding construction standard external member cross sectional representation of figure two of the present invention;
Fig. 7 is the main bedding construction standard external member batten plate detail of construction of figure two of the present invention;
Fig. 8 is the slope board bedding construction standard external member floor map of figure two of the present invention;
Fig. 9 is the slope board bedding construction standard external member longitudinal section sketch map of figure two of the present invention;
Figure 10 is the slope board bedding construction standard external member cross sectional representation of figure two of the present invention;
Among the 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-; Oblique degree of the uprising 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 is adopted to bury in advance and is worn a busy street under the tunneling; The long 49.99m of passage; Structure top thickness of earth covering 1.79～2.94m; The underground structure pattern adopts flat-top stalk 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.
Shown in Fig. 1-10; A kind of temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction of the present invention; Road surface 4 is provided with temporary pavement bedding structure above shallow buried covered excavation underground construction 13, and the road surface bedding structure of temporarily constructing comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Main bedding structure is made up of some main bedding construction standard external member 1 welding; Main bedding construction standard external member 1 is made up of some bottoms lacing plate 6, some middle parts i iron 7 and top printed steel plate 8 welding; Per two blocks of bottom lacing plates 6 are 0.5m～1.0m distance at interval, between the main bedding construction standard external member 1 that is arranged side by side, adopts vertical elongated reinforcing bar 9 welding to constitute main bedding structure along bridge; Main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and the ramp bedding structure adopts horizontal elongated reinforcing bar 9 welding; Ramp bedding structure is made up of some ramp bedding construction standard external member 2 welding; Ramp bedding construction standard external member 2 is made up of bottom lacing plate 6, oblique degree of the uprising i iron 10 in middle part and 8 welding of top printed steel plate, between the ramp bedding construction standard external member 2 that is arranged side by side, adopts vertical elongated reinforcing bar 9 welding to constitute ramp bedding structure along bridge; 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 adopts the integral hoisting of 100t mobile crane to lay in place to the job site.Below main bedding structure and sloped sides road bedding structure, completely be covered with the thick rubber pad 5 of 10～15mm; Be provided with back-pressure steel plate pavement structure 3 in ramp bedding structure and 4 crossing positions, road surface, both sides; Back-pressure steel plate 12 1 ends in the back-pressure steel plate pavement structure 3 are welded on the ramp bedding structure through horizontal elongated reinforcing bar 9, and the other end is connected fixing with road surface 4 through railway spike 11.
Wherein, main bedding structure is pressed the lane width precast block, and the promptly main bedding construction standard of block count external member 1 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 13; Wherein, the width of main bedding construction standard external member 1 selects to confirm 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 confirms by the span of underground construction, and more than or equal to the span of underground construction 13; Ramp bedding structure is also come 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 confirms that by 3.5% the gradient width of ramp bedding construction standard external member 2 is identical with the width of main bedding construction standard external member 1; The length overall L of road surface bedding structure calculates by formula
; Wherein, B is the width of underground construction 13; H be underground construction lower limb bottom surface to the road surface 4 the degree of depth, φ is the angle of internal friction weighted average of each soil layer in the H depth bounds.
The above-mentioned job practices that is used for the temporary pavement bedding structure of ultra shallow buried covered excavation underground construction is characterized in that:
Lay the method that adopts the bevelling construction when temporarily constructing road surface bedding structure, the half range road that promptly seals a side earlier carries out the laying of temporary pavement bedding structure, lays the operation of opening this one-sided road temporary pavement bedding structure after accomplishing; Then, sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road, lays intermediate isolating hurdle 16 and guardrails of both sides to be set after accomplishing; At last, the road surface bedding structure twocouese of temporarily constructing is opened operation, and its concrete construction sequence is:
The first step: measure unwrapping wire, confirm the position of construction road surface bedding structure;
Second step: earlier the half range road of the sealing one side road surface bedding structure of constructing is laid, and at first lays the rubber pad as the continuous flexible foundation of construction road surface bedding structure;
The 3rd step, on rubber pad 5, lay some main bedding construction standard external members 1, main bedding construction standard external member 1 is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member 2, ramp bedding construction standard external member 2 is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 5th step was welded to connect through vertical elongated reinforcing bar 9 between the some main bedding construction standard external member 1 that is arranged side by side along bridge, constituted main bedding structure; Between the some ramp bedding construction standard external members 2 that are arranged side by side, also adopt vertical elongated reinforcing bar 9 welding along bridge, constitute ramp bedding structure; Direction across bridge adopts horizontal elongated reinforcing bar 9 welding between main bedding structure two ends and the ramp bedding structure;
The 6th step repeated for second step to the 5th step, and sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road;
The 6th step, on ramp bedding structure, lay back-pressure steel plate 12, top one end of back-pressure steel plate 12 is welded in through horizontal elongated reinforcing bar 9 in the middle of the ramp bedding structure, and the bottom other end is connected fixing with road surface 4 through railway spike 11;
The 7th step was provided with intermediate isolating hurdle 16 and both sides protective guard, recovered two-way being open to traffic.
In the process that is open to traffic, it is on duty to establish full-time security official 24 hours, when finding local element falling or irregularity, in time adopts remedial measures or safeguard procedures, guarantees traffic safety.
More than be an exemplary embodiments of the present invention, enforcement of the present invention is not limited thereto.
Claims (6)
1. temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction; It is characterized in that: be provided with temporary pavement bedding structure on shallow buried covered excavation underground construction (13) road surface, top (4), the road surface bedding structure of temporarily constructing comprises main bedding structure, rubber pad, ramp bedding structure, back-pressure steel plate pavement structure and railway spike; Said main bedding structure is made up of some main bedding construction standard external members (1) welding; Said main bedding construction standard external member (1) is made up of some bottom lacing plates (6), some middle parts i iron (7) and a top printed steel plate (8) welding, between the main bedding construction standard external member (1) that is arranged side by side, adopts vertical elongated reinforcing bar (9) welding to constitute main bedding structure along bridge; Main bedding structure two ends are provided with ramp bedding structure, and the direction across bridge between main bedding structure and the ramp bedding structure adopts horizontal elongated reinforcing bar (9) welding; Said ramp bedding structure is made up of some ramp bedding construction standard external members (2) welding; Said ramp bedding construction standard external member (2) is made up of bottom lacing plate (6), oblique degree of the uprising i iron in middle part (10) and top printed steel plate (8) welding, between the ramp bedding construction standard external member (2) that is arranged side by side, adopts vertical elongated reinforcing bar (9) welding to constitute ramp bedding structure along bridge; Below main bedding structure and sloped sides road bedding structure, completely be covered with rubber pad (5); 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 the back-pressure steel plate pavement structure (3) are welded on the ramp bedding structure through horizontal elongated reinforcing bar (9), and the other end is connected fixing with road surface (4) through railway spike (11).
2. a kind of temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction according to claim 1, it is characterized in that: said 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 temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction according to claim 1 is characterized in that: per two blocks of bottom lacing plates (6) are 0.5m～1.0m distance at interval.
4. a kind of temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction according to claim 1 is characterized in that: the thick 10～15mm of said rubber pad (5).
5. a kind of temporary pavement bedding structure that is used for ultra shallow buried covered excavation underground construction according to claim 1; It is characterized in that: said main bedding structure is pressed the lane width precast block; The promptly main bedding construction standard of block count external member (1) number equals the sum in up-downgoing motor line track, and 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 confirm by the normal width in concrete track; Be divided into 4 kinds of 3.0m, 3.5m, 3.75m, 4.0m, the length of main bedding construction standard external member (1) confirms by the span of underground construction, and more than or equal to the span of underground construction (13); Ramp bedding structure is also come 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) confirms that by 3.5% the gradient width of ramp bedding construction standard external member (2) is identical with the width of main bedding construction standard external member (1); The length overall L of road surface bedding structure calculates by formula
; Wherein, B is the width of underground construction (13); H be underground construction lower limb bottom surface to the road surface degree of depth of (4), φ is the angle of internal friction weighted average of each soil layer in the H depth bounds.
6. one kind according to the described job practices that is used for the temporary pavement bedding structure of ultra shallow buried covered excavation underground construction of one of claim 1-5, it is characterized in that:
Lay the method that adopts the bevelling construction when temporarily constructing road surface bedding structure, the half range road that promptly seals a side earlier carries out the laying of temporary pavement bedding structure, lays the operation of opening this one-sided road temporary pavement bedding structure after accomplishing; Then, sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road, lays intermediate isolating hurdle (16) and guardrails of both sides to be set after accomplishing; At last, the road surface bedding structure twocouese of temporarily constructing is opened operation, and its concrete construction sequence is:
The first step: measure unwrapping wire, confirm the position of construction road surface bedding structure;
Second step: earlier the half range road of the sealing one side road surface bedding structure of constructing is laid, and at first lays the rubber pad as the continuous flexible foundation of construction road surface bedding structure;
The 3rd step, go up laying some main bedding construction standard external members (1) at rubber pad (5), main bedding construction standard external member (1) is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 4th step, lay ramp bedding construction standard external member (2), ramp bedding construction standard external member (2) is welded into integral body in factory, transports to on-the-spot back integral hoisting and lays;
The 5th step was welded to connect through vertical elongated reinforcing bar (9) between the some main bedding construction standard external member (1) that is arranged side by side along bridge, constituted main bedding structure; Between the some ramp bedding construction standard external members (2) that are arranged side by side, also adopt vertical elongated reinforcing bar (9) welding along bridge, constitute ramp bedding structure; Direction across bridge adopts horizontal elongated reinforcing bar (9) welding between main bedding structure two ends and the ramp bedding structure;
The 6th step repeated for second step to the 5th step, and sealing opposite side road carries out temporarily the construct laying of road surface bedding structure of another half range road;
The 6th step, on ramp bedding structure, lay back-pressure steel plate (12), top one end of back-pressure steel plate (12) is welded in through horizontal elongated reinforcing bar (9) in the middle of the ramp bedding structure, and the bottom other end is connected fixing with road surface (4) through railway spike (11);
The 7th step was provided with intermediate isolating hurdle (16) and both sides protective guard, recovered two-way being 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102535302A true CN102535302A (en) | 2012-07-04 |
| CN102535302B CN102535302B (en) | 2014-01-01 |
Family
ID=46343211
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102535302B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JP2017193844A (en) * | 2016-04-19 | 2017-10-26 | 植村 誠 | Road surface lining method and road surface lining structure |
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 |
-
2011
- 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017193844A (en) * | 2016-04-19 | 2017-10-26 | 植村 誠 | Road surface lining method and road surface lining structure |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102535302B (en) | 2014-01-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203668815U (en) | Concrete prefabricated section assembled pier | |
| CN108867310A (en) | The short rib T beam bridge of pretensioning prestressed concrete and its construction method | |
| CN107268366A (en) | A kind of assembling wallboard, rubble formula are without earth roadbed | |
| JP6228397B2 (en) | Structure laying method and structure laying structure | |
| CN205636397U (en) | Assembled cement road surface structure | |
| CN202482727U (en) | Temporary road surface pavement structure for ultra-shallow burying excavation underground project | |
| CN107313338B (en) | Turnout beam structure of transition section of high-speed railway bridge and tunnel and construction method thereof | |
| CN102535302B (en) | Temporary pavement blanket structure for super-shallow buried subsurface-excavated underground engineering, and construction method thereof | |
| CN113389558A (en) | TBM (Tunnel boring machine) starting platform for narrow space and construction method thereof | |
| CN106320352B (en) | Construction method of multifunctional steel sheet pile cofferdam | |
| CN111395065A (en) | Pile plate roadbed structure and railway roadbed | |
| CN103578346A (en) | Teaching simulation structural body of simply-supported girder bridge | |
| Russell et al. | Prefabricated bridge elements and systems in Japan and Europe | |
| CN105821759A (en) | Deformation compatibility composite type bridge end transition slab structure and construction method | |
| RU2589138C2 (en) | Automobile road | |
| RU2453644C1 (en) | Railway track in area adjacent to manmade structure | |
| CN114439041A (en) | Under-bridge side-through vehicle side construction foundation pit covering and excavating structure and construction method | |
| CN212533541U (en) | Pile plate roadbed structure and railway roadbed | |
| CN211571239U (en) | Temporary covering structure for subway station construction | |
| CN210529395U (en) | Highway subgrade settlement-preventing structure | |
| CN203360962U (en) | Inclined roadbed reinforcing structure for cement-soil piles with anchor cables | |
| CN203588579U (en) | Teaching simulation structural body of simply supported beam bridge | |
| CN202925413U (en) | Road structure paved in desert | |
| AU2017251724B2 (en) | Track support system | |
| CN219410374U (en) | Pile plate type structure for crossing oil and gas pipeline on large-angle or small-radius curve road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20161231 |