CN104088207B - There is the constructional method of the highway of shock-absorbing function - Google Patents
There is the constructional method of the highway of shock-absorbing function Download PDFInfo
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- CN104088207B CN104088207B CN201410322714.4A CN201410322714A CN104088207B CN 104088207 B CN104088207 B CN 104088207B CN 201410322714 A CN201410322714 A CN 201410322714A CN 104088207 B CN104088207 B CN 104088207B
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Abstract
There is the constructional method of the highway of shock-absorbing function. existing highway and motorway all do not have the ability of damping. the constructional method of a kind of highway with shock-absorbing function, present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 60-80mm, the rock layer that 100-120mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 50-70mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping. the present invention is used for building highway.
Description
Technical field:
The present invention relates to a kind of highway and the constructional method with shock-absorbing function.
Background technology:
Existing highway and motorway all do not have the ability of damping, gravity pressure does not have cushion effect above, and the work-ing life of time length highway and motorway all greatly reduces.
Summary of the invention:
It is an object of the invention to provide and a kind of can cushion rolling of gravity, it is to increase the highway with shock-absorbing function in work-ing life and constructional method.
Above-mentioned object is realized by following technical scheme:
The constructional method of a kind of highway with shock-absorbing function, present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 60-80mm, the rock layer that 100-120mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 50-70mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
Present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 60-80mm, the rock layer that 100-120mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 50-70mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
The constructional method of the described highway with shock-absorbing function, described present method the first step lays base plate and template first lays base plate by size, four limits of base plate all have grafting groove, in grafting groove, 2 relative limits of insertion rectangle template or square templates, rectangle template or square templates all have grafting mouth; Grafting mouth blocks grafting mouth with rubber after inserting horizontal U shape lifting muscle.
The constructional method of the described highway with shock-absorbing function, arranging reinforcing mat in the 2nd described step template, described reinforcing mat is by intersecting in length and breadth, and point of crossing adds the reinforcing bar binding of oblique setting and becomes, the end of horizontal U shape lifting muscle has barb, and barb catches on the reinforcing bar of arranged transversely.
The constructional method of the described highway with shock-absorbing function, the granularity of the stone of the 3rd described step is 15-20mm, has laid rock layer and treat that stone fully immerses to vibrate with vibrating spear in grout grout is combined fully with stone in grout.
The constructional method of the described highway with shock-absorbing function, the 4th described step cement and the ratio of the compound of rubber grain are 1: 3, the river stone granularity of the 5th described step is 10-14mm, thickness is 20-28mm, after compound is laid river stone, on river stone, casting cement slurry vibrating spear vibrates, the upper surface of river rock layers is made to have 8-10mm thickness not have grout afterwards, not having the compound of casting cement and rubber grain on the river stone of grout, the ratio of cement and rubber grain is 1: 2.
The constructional method of the described highway with shock-absorbing function, the granularity 8-9.5mm of the hair slag stone of the 6th described step, thickness is 15mm; The 7th described step casting cement slurry vibrating spear on hair slag stone vibrates, and makes a mao upper surface for slag rock layers have the thickness of 5mm not have grout.
The constructional method of the described highway with shock-absorbing function, the 8th described step hair slag rock layers lays concrete topping, and thickness is 130-170mm; Make highway block, carry out health, then check.
A kind of highway with shock-absorbing function, form removal after making highway block, horizontal U shape lifting muscle is utilized to be lifted into scene, overlap joint welding between horizontal U shape lifting muscle, the compound pouring into cement and rubber grain in the gap of muscle formation is lifted in horizontal U shape, ratio is 1: 2, is assembled into the highway with shock-absorbing function.
Useful effect:
1. the present invention arranges the compound of cement and rubber grain in different aspects, it is possible to avoid gravity pressure gravity when road surface to be applied directly on material, and the combination making building stones and cement is destroyed, and extends the work-ing life of highway.
2. the highway block of the present invention can carry out factorial praluction, and speed is fast, it is possible to accelerates the construction of highway greatly, is conducive to Economic development.
3. the horizontal U shape lifting muscle overlap joint welding that the present invention adopts, pours into the compound of cement and rubber grain in the gap that horizontal U shape lifting muscle is formed, can either be used as expansion joint, highway block can be made again to link into an integrated entity
4. the present invention can construct northerly winter equally, can not incur loss through delay winter and builds the speed of highway, accelerate economic construction.
5. the constructional method of the present invention is succinct, speed is fast, less demanding for working-yard environment, it is easy to construction, speed is fast, and quality is good, cost is low.
6. present invention employs the aspect of each different thickness, the highway that applicable various different grades, specification of quality are different, applied widely, it is easy to promote.
Embodiment:
Embodiment 1:
The constructional method of a kind of highway with shock-absorbing function, present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 60-80mm, the rock layer that 100-120mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 50-70mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
The water permeability of the compound of cement and rubber grain is far away higher than existing road surface, it is to increase the work-ing life of highway.
Embodiment 2:
The constructional method of the highway with shock-absorbing function described in embodiment 1, described present method the first step lays base plate and template first lays base plate by size, four limits of base plate all have grafting groove, in grafting groove, 2 relative limits of insertion rectangle template or square templates, rectangle template or square templates all have grafting mouth; Grafting mouth blocks grafting mouth with rubber after inserting horizontal U shape lifting muscle.
Embodiment 3:
The constructional method of the highway with shock-absorbing function described in embodiment 1, in the 2nd described step template, reinforcing mat is set, described reinforcing mat is by intersecting in length and breadth, point of crossing adds the reinforcing bar binding of oblique setting and becomes, the end of horizontal U shape lifting muscle has barb, and barb catches on the reinforcing bar of arranged transversely. Reinforcing mat has hexahedron steel bar framework, the end face of hexahedron steel bar framework and bottom surface all connect the reinforcing bar of cross connection anyhow, and point of crossing is at the oblique reinforcing bar of placement anyhow, will anyhow point of crossing and oblique reinforcing bar binding to together with, add vertical reinforcing bar at colligation point again and carry out colligation, make reinforcing mat.
Embodiment 4:
The constructional method of the highway with shock-absorbing function described in embodiment 1, the granularity of the stone of the 3rd described step is 15-20mm, has laid rock layer and treat that stone fully immerses to vibrate with vibrating spear in grout grout is combined fully with stone in grout.
Embodiment 5:
The constructional method of the highway with shock-absorbing function described in embodiment 1, the 4th described step cement and the ratio of the compound of rubber grain are 1: 3, the river stone granularity of the 5th described step is 10-14mm, thickness is 20-28mm, after compound is laid river stone, on river stone, casting cement slurry vibrating spear vibrates, the upper surface of river rock layers is made to have 8-10mm thickness not have grout afterwards, not having the compound of casting cement and rubber grain on the river stone of grout, the ratio of cement and rubber grain is 1: 2.
Embodiment 6:
The constructional method of the highway with shock-absorbing function described in embodiment 1, the granularity 8-9.5mm of the hair slag stone of the 6th described step, thickness is 15mm; The 7th described step casting cement slurry vibrating spear on hair slag stone vibrates, and makes a mao upper surface for slag rock layers have the thickness of 5mm not have grout.
Embodiment 7:
The constructional method of the highway with shock-absorbing function described in embodiment 1, the 8th described step hair slag rock layers lays concrete topping, and thickness is 130-170mm; Make highway block, carry out health, then check.
Embodiment 8:
A kind of highway with shock-absorbing function, form removal after making highway block, horizontal U shape lifting muscle is utilized to be lifted into scene, overlap joint welding between horizontal U shape lifting muscle, the compound pouring into cement and rubber grain in the gap of muscle formation is lifted in horizontal U shape, ratio is 1: 2, is assembled into the highway with shock-absorbing function.
Embodiment 9:
The constructional method of the highway with shock-absorbing function described in embodiment 1, present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 70mm, the rock layer that 110mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 35mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
Embodiment 10:
The constructional method of the highway with shock-absorbing function described in embodiment 1, present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 75mm, the rock layer that 115mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 36mm, 5th step lays river stone on compound, the compound of casting cement and rubber grain on river stone, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
Embodiment 11:
The constructional method of the highway with shock-absorbing function described in embodiment 4, the granularity of the stone of the 3rd described step is 18mm, has laid rock layer and treat that stone fully immerses to vibrate with vibrating spear in grout grout is combined fully with stone in grout.
Embodiment 12:
The constructional method of the highway with shock-absorbing function described in embodiment 5, the 4th described step cement and the ratio of the compound of rubber grain are 1: 3, the river stone granularity of the 5th described step is 12mm, thickness is 24mm, after compound is laid river stone, on river stone, casting cement slurry vibrating spear vibrates, the upper surface of river rock layers is made to have 9mm thickness not have grout afterwards, not having the compound of casting cement and rubber grain on the river stone of grout, the ratio of cement and rubber grain is 1: 2.
Embodiment 13:
The constructional method of the highway with shock-absorbing function described in embodiment 6, the granularity 9.0mm of the hair slag stone of the 6th described step, thickness is 15mm; The 7th described step casting cement slurry vibrating spear on hair slag stone vibrates, and makes a mao upper surface for slag rock layers have the thickness of 5mm not have grout.
Embodiment 14:
The constructional method of the highway with shock-absorbing function described in embodiment 7, the 8th described step hair slag rock layers lays concrete topping, and thickness is 140mm; Make highway block, carry out health, then check.
Embodiment 15:
The constructional method of the highway with shock-absorbing function described in embodiment 5, the 4th described step cement and the ratio of the compound of rubber grain are 1: 3, the river stone granularity of the 5th described step is 13mm, thickness is 26mm, after compound is laid river stone, on river stone, casting cement slurry vibrating spear vibrates, the upper surface of river rock layers is made to have 10mm thickness not have grout afterwards, not having the compound of casting cement and rubber grain on the river stone of grout, the ratio of cement and rubber grain is 1: 2.
Embodiment 16:
The constructional method of the highway with shock-absorbing function described in embodiment 7, the 8th described step hair slag rock layers lays concrete topping, and thickness is 160mm; Make highway block, carry out health, then check.
Claims (8)
1. one kind has the constructional method of the highway of shock-absorbing function, it is characterized in that: present method the first step lays base plate and template, in 2nd step template, reinforcing mat is set, 3rd step lays, at the bottom of reinforcing mat, the grout that a layer thickness is 60-80mm, the rock layer that 100-120mm is thick is laid in grout, stone fully is immersed in grout, 4th step is exposing the compound laying cement and rubber grain in the rock layer of grout, the thickness of compound is 50-70mm, 5th step lays river stone on compound, river stone is poured into a mould the thick cement of 50-70mm and rubber grain compound, 6th step lays hair slag stone on the cement of the 5th step and the compound of rubber grain, 7th step is casting cement slurry on hair slag stone, 8th step hair slag rock layers lays concrete topping.
2. the constructional method of the highway with shock-absorbing function according to claim 1, it is characterized in that: described present method the first step lays base plate and template first lays base plate by size, four limits of base plate all have grafting groove, in grafting groove, 2 relative limits of insertion rectangle template or square templates, rectangle template or square templates all have grafting mouth; Grafting mouth blocks grafting mouth with rubber after inserting horizontal U shape lifting muscle.
3. the constructional method of the highway with shock-absorbing function according to claim 1, it is characterized in that: in the 2nd described step template, reinforcing mat is set, described reinforcing mat is by intersecting in length and breadth, point of crossing adds the reinforcing bar binding of oblique setting and becomes, the end of horizontal U shape lifting muscle has barb, and barb catches on the reinforcing bar of arranged transversely.
4. the constructional method of the highway with shock-absorbing function according to claim 1, it is characterized in that: the granularity of the stone of the 3rd described step is 15-20mm, grout has been laid rock layer and has treated that stone fully immerses to vibrate with vibrating spear in grout grout is combined fully with stone.
5. the constructional method of the highway with shock-absorbing function according to claim 1, it is characterized in that: the 4th described step cement and the ratio of the compound of rubber grain are 1: 3, the river stone granularity of the 5th described step is 10-14mm, thickness is 20-28mm, after compound is laid river stone, on river stone, casting cement slurry vibrating spear vibrates, make the upper surface of river rock layers have 8-10mm thickness there is no grout afterwards, there is no the compound of casting cement and rubber grain on the river stone of grout; The ratio of cement and rubber grain is 1: 2.
6. the constructional method of the highway with shock-absorbing function according to claim 1, is characterized in that: the granularity 8-9.5mm of the hair slag stone of the 6th described step, and thickness is 15mm; The 7th described step casting cement slurry vibrating spear on hair slag stone vibrates, and makes a mao upper surface for slag rock layers have the thickness of 5mm not have grout.
7. the constructional method of the highway with shock-absorbing function according to claim 1, is characterized in that: laying concrete topping in the 8th described step hair slag rock layers, thickness is 130-170mm; Make highway block, carry out health, then check.
8. the constructional method of the highway with shock-absorbing function according to claim 7, it is characterized in that: form removal after making highway block, horizontal U shape lifting muscle is utilized to be lifted into scene, overlap joint welding between horizontal U shape lifting muscle, the compound pouring into cement and rubber grain in the gap of muscle formation is lifted in horizontal U shape, ratio is 1: 2, is assembled into the highway with shock-absorbing function.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410322714.4A CN104088207B (en) | 2014-06-27 | 2014-06-27 | There is the constructional method of the highway of shock-absorbing function |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410322714.4A CN104088207B (en) | 2014-06-27 | 2014-06-27 | There is the constructional method of the highway of shock-absorbing function |
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| CN104088207B true CN104088207B (en) | 2016-06-01 |
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| CN201410322714.4A Expired - Fee Related CN104088207B (en) | 2014-06-27 | 2014-06-27 | There is the constructional method of the highway of shock-absorbing function |
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| AT404149B (en) * | 1994-11-15 | 1998-08-25 | Gmundner Fertigteile Gmbh | MULTIPLE-ROAD CROSSING |
| CN2447369Y (en) * | 2000-11-03 | 2001-09-12 | 上海林岗装饰工程有限公司 | Paving brick |
| CN201024366Y (en) * | 2006-06-02 | 2008-02-20 | 马俊 | Reinforced concrete pavement component |
| CN101570949A (en) * | 2009-05-04 | 2009-11-04 | 李嘉树 | Method for fast paving urban road surfaces and special reinforced concrete block |
| CN201614535U (en) * | 2010-02-10 | 2010-10-27 | 广西金雨伞防水装饰有限公司 | Reactive type rubber composite waterproof roll |
| CN103334356B (en) * | 2013-06-26 | 2015-09-30 | 中国建筑股份有限公司 | The dark beam slab pavement system of bridge-type prefabricated reinforced concrete and construction method thereof |
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