CN106223151A - Severe cold area large area wing square stone material is mated formation prevention and cure of crack method - Google Patents
Severe cold area large area wing square stone material is mated formation prevention and cure of crack method Download PDFInfo
- Publication number
- CN106223151A CN106223151A CN201610581952.6A CN201610581952A CN106223151A CN 106223151 A CN106223151 A CN 106223151A CN 201610581952 A CN201610581952 A CN 201610581952A CN 106223151 A CN106223151 A CN 106223151A
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- expansion joint
- concrete
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- joint
- construction
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/02—Pavings made of prefabricated single units made of natural stones, e.g. sett stones
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/06—Sets of paving elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Repair (AREA)
Abstract
The invention discloses a kind of large area wing square, severe cold area stone material to mat formation prevention and cure of crack method, determine including granite face typesetting and expansion joint position, the step such as substrate concrete construction, the construction of surface layer paving control line, granite face are mated formation, filleting.Easy construction of the present invention, effective.Save maintenance cost.
Description
Technical field
The present invention relates to a kind of large area wing square, severe cold area stone material mat formation prevention and cure of crack method.
Background technology
The severe cold area winter summer temperature difference reaches to spend 100 more, and the square stone material surface layer that some have built up, due to summer in winter huge temperature
Difference deformation, by drawing crack, breaks, have impact on the use on square, how to prevent the generation of wing square stone material top-crack, be one
Important topic.
Summary of the invention
It is an object of the invention to provide a kind of easy construction, effective severe cold area large area wing square stone material paving
Dress prevention and cure of crack method.
The technical solution of the present invention is:
A kind of large area wing square, severe cold area stone material is mated formation prevention and cure of crack method, it is characterized in that: comprise the following steps:
(1) granite face typesetting, expansion joint position determine
Use cad technique to carry out row's plate of granite face abnormity slabstone, determine between size and the stone material of every block of trapezoidal stone material
Gap size, it is ensured that effect of mating formation, adjusts substrate concrete expansion joint (E.J.) spacing simultaneously in the range of 15～20m, adjusts in the range of 3～4m
Integral basis layer concrete contracting kerf spacing, it is ensured that substrate concrete expansion joint (E.J.) is corresponding with facing expansion joint position with the position of contracting seam；Root
Determining every piece of trapezoidal stone material size according to desk-top publishing figure, factory process is also numbered, and prevents on-the-spot with mixed；
(2) substrate concrete construction
Substrate concrete thickness is 200, uses C25 commerical ready-mixed concrete, and ground transport pump, Manual, machinery vibrate, three roll shafts
Evener leveling, grooving machine joint-cutting；
Construction technology: inspection basic unit → surveying setting-out → installation form → concrete pumping → pave → flatten → plucking that vibrates →
Joint-cutting → health preserving；
Substrate concrete construction formwork uses the channel-section steel that rigidity is enough, and side sets stayed mast and inserts hole；The height of steel form is base
Layer concrete design thickness, template length is 3～5m, supporting adn fixing device at every meter of template-setup 1, mold plate verticality chock
Wedge method adjusts, and construction joint indwelling is at expansion joint (E.J.)；
According to predetermined stretching, contract seam position, when xoncrete structure base layer construction, first bury upper 25 thickness according to expansion joint (E.J.) position
Soaking the Pinus koraiensis expansion joint plate of Colophonium, centre sets Φ 16mm dowel steel, spacing 200；
When concrete is unhardened, reject the concrete on expansion joint plate top, embed the batten of 20 × 20, flattened faces, expansion joint (E.J.)
Plate should continuous through whole substrate concrete, expansion joint plate is vertical with Lu Zhizheng line, and slotted wall is vertical；
Dowel steel employing Φ 16mm reinforcing bar, spacing 200, a length of 700, the surface of more than half length should be coated with anti-stick
Layer, end should be worn movable cap bag, be overlapped cap material and use Φ 20mm plastic tube, end employing asphalt felt to seal blocking, dowel steel steel
Muscle processing should be sawed-off, cut-out must not be extruded, fracture should vertically, light justify, fall burr with grinder buffing, and be processed into 2～3 roundings
Angle；
All vertical, horizontal contracting seam all uses the construction of joint-cutting method, and the joint-cutting degree of depth is 6, and width is 10, first arrives with thin saw blade sawing
Require the degree of depth, re-use 6～8 thick saw blades or overlapping saw blade widens joint filling groove；
With the covering wet curing such as gunnysack, straw screen or mat and sprinkle water in time, keep concrete surface to be in dampness, basic unit all the time
At the concrete curing initial stage, forbidding pedestrian, vehicle pass-through, after reaching design strength 40%, pedestrian can pass through；
(3) surface layer paving control line construction
According to stone material surface layer every block of trapezoidal stone material of CAD typesetting figure and gap size, every section of circle and the center of circle of circular arc, use total powerstation
Orient the radial direction control line of each every block of stone material of section, use chord off-set method to survey the broadwise control line setting every block of stone material, and
By the radial direction of every block of trapezoidal stone material and broadwise control line line of ink marker bullet on concrete base layer, as depending on of every piece of stone material paving
According to；
(4) granite face is mated formation
Granite panel of mating formation is 40 thick fired slab floor file, and on C25 concrete base layer, first brush plain-water slurry one time, then adopts
With 20 thick 1:2.5 cement mortar screedings, panel and basic unit use 50 thick 1:2.5 dry cement mortar binder courses, fired slab
5 thick plain-water slurry tack coats are scraped in bottom surface；
Granite face all stays at substrate concrete expansion joint (E.J.) and expansion joint and sets 10 wide expansion joints；
Using and expansion joint plate equal thickness when surface layer is mated formation, height is embedded at expansion joint plate with the batten of binder course uniform thickness of mating formation,
With paving with dragging, it is ensured that without mortar between expansion joint plate and surface layer, gap-filling glue after having mated formation, is used to fill up；
(5) filleting
Expansion joint of mating formation uses PVC cement, first uses grooving machine to remove in seam sandstone, the mortar etc. of condensation being mingled with,
Re-use the pressure press water more than 0.5Mpa and compressed air thoroughly removes the dust in seam and other pollutant, it is ensured that seam
Wall and cleaning inside, it is dried.Slotted wall is checked can not wipe dust for cementation of fissures standard；
Crack pouring depth is at 15～20 mm, and the most shallow 15 mm that cannot be less than, first extruding embeds diameter 9～12 mm sponge plastics
Backing strip, then cementation of fissures cementation of fissures end face should flush with plate face；Necessary full, uniform, the consistency of thickness of joint filling is the most through, joint sealing material
Must not lack, ftracture and seep water
Stone material surface layer except expansion joint is with in addition to PVC cement filleting, other all gaps the most not filletings, drop in gap
The foreign material such as cement mortar to clean out.
Easy construction of the present invention, effective.Save maintenance cost.
Below in conjunction with embodiment, the invention will be further described.
Detailed description of the invention
A kind of large area wing square, severe cold area stone material is mated formation prevention and cure of crack method, comprises the following steps:
(1) granite face typesetting, expansion joint position determine
Use cad technique to carry out row's plate of granite face abnormity slabstone, determine between size and the stone material of every block of trapezoidal stone material
Gap size, it is ensured that effect of mating formation, simultaneously at 15～20m(examples 10m, 15m, 20m) in the range of adjust between substrate concrete expansion joint (E.J.)
Away from, 3～4m(examples 3m, 3.5m, 4m) in the range of adjust substrate concrete contracting kerf spacing, it is ensured that substrate concrete expansion joint (E.J.) and contracting stitch
Position is corresponding with facing expansion joint position；Determining every piece of trapezoidal stone material size according to desk-top publishing figure, factory process is also numbered,
Prevent on-the-spot with mixed；
(2) substrate concrete construction
Substrate concrete thickness is 200, uses C25 commerical ready-mixed concrete, and ground transport pump, Manual, machinery vibrate, three roll shafts
Evener leveling, grooving machine joint-cutting；
Construction technology: inspection basic unit → surveying setting-out → installation form → concrete pumping → pave → flatten → plucking that vibrates →
Joint-cutting → health preserving；
Substrate concrete construction formwork uses the channel-section steel that rigidity is enough, and side sets stayed mast and inserts hole；The height of steel form is base
Layer concrete design thickness, template length is 3～5m, supporting adn fixing device at every meter of template-setup 1, mold plate verticality chock
Wedge method adjusts, and construction joint indwelling is at expansion joint (E.J.)；
According to predetermined stretching, contract seam position, when xoncrete structure base layer construction, according to expansion joint (E.J.) position first bury upper 25 or
29mm thickness soaked the Pinus koraiensis expansion joint plate of Colophonium, and centre sets Φ 16mm dowel steel, spacing 200；
When concrete is unhardened, reject the concrete on expansion joint plate top, embed the batten of 20 × 20 (or 22 × 22mm), whole
Flat surface, expansion joint plate should continuous through whole substrate concrete, expansion joint plate is vertical with Lu Zhizheng line, and slotted wall is vertical；
Dowel steel employing Φ 16mm reinforcing bar, spacing 200, a length of 700, the surface of more than half length should be coated with anti-stick
Layer, end should be worn movable cap bag, be overlapped cap material and use Φ 20mm plastic tube, end employing asphalt felt to seal blocking, dowel steel steel
Muscle processing should be sawed-off, cut-out must not be extruded, fracture should vertically, light justify, fall burr with grinder buffing, and be processed into 2～3 (examples
2mm, 2.5mm, 3mm) rounding；
All vertical, horizontal contracting seam all uses the construction of joint-cutting method, and the joint-cutting degree of depth is 6, and width is 10, first arrives with thin saw blade sawing
Require the degree of depth, re-use 6～8 (example 6mm, 7mm, 8mm) thick saw blade or overlapping saw blade widens joint filling groove；
With the covering wet curing such as gunnysack, straw screen or mat and sprinkle water in time, keep concrete surface to be in dampness, basic unit all the time
At the concrete curing initial stage, forbidding pedestrian, vehicle pass-through, after reaching design strength 40%, pedestrian can pass through；
(3) surface layer paving control line construction
According to stone material surface layer every block of trapezoidal stone material of CAD typesetting figure and gap size, every section of circle and the center of circle of circular arc, use total powerstation
Orient the radial direction control line of each every block of stone material of section, use chord off-set method to survey the broadwise control line setting every block of stone material, and
By the radial direction of every block of trapezoidal stone material and broadwise control line line of ink marker bullet on concrete base layer, as depending on of every piece of stone material paving
According to；
(4) granite face is mated formation
Granite panel of mating formation is 40 thick fired slab floor file, and on C25 concrete base layer, first brush plain-water slurry one time, then adopts
With 20 thick 1:2.5 cement mortar screedings, panel and basic unit use 50 thick 1:2.5 dry cement mortar binder courses, fired slab
5 thick plain-water slurry tack coats are scraped in bottom surface；
Granite face all stays at substrate concrete expansion joint (E.J.) and expansion joint and sets 10 wide expansion joints；
Using and expansion joint plate equal thickness when surface layer is mated formation, height is embedded at expansion joint plate with the batten of binder course uniform thickness of mating formation,
With paving with dragging, it is ensured that without mortar between expansion joint plate and surface layer, gap-filling glue after having mated formation, is used to fill up；
(5) filleting
Expansion joint of mating formation uses PVC cement, first uses grooving machine to remove in seam sandstone, the mortar etc. of condensation being mingled with,
Re-use the pressure press water more than 0.5Mpa and compressed air thoroughly removes the dust in seam and other pollutant, it is ensured that seam
Wall and cleaning inside, it is dried.Slotted wall is checked can not wipe dust for cementation of fissures standard；
Crack pouring depth is at 15～20 mm(examples 15mm, 18mm, 20mm), the most shallow 15 mm that cannot be less than, first extruding embed diameter 9～
12 mm(examples 9mm, 10mm, 12mm) sponge plastics backing strip, then cementation of fissures cementation of fissures end face should flush with plate face；Joint filling is necessary
Full, uniform, consistency of thickness is the most through, and joint sealing material must not lack, ftractures and seep water
Stone material surface layer except expansion joint is with in addition to PVC cement filleting, other all gaps the most not filletings, drop in gap
The foreign material such as cement mortar to clean out.
Claims (1)
1. severe cold area large area wing square stone material is mated formation a prevention and cure of crack method, it is characterized in that: comprise the following steps:
(1) granite face typesetting, expansion joint position determine
Use cad technique to carry out row's plate of granite face abnormity slabstone, determine between size and the stone material of every block of trapezoidal stone material
Gap size, it is ensured that effect of mating formation, adjusts substrate concrete expansion joint (E.J.) spacing simultaneously in the range of 15～20m, adjusts in the range of 3～4m
Integral basis layer concrete contracting kerf spacing, it is ensured that substrate concrete expansion joint (E.J.) is corresponding with facing expansion joint position with the position of contracting seam；Root
Determining every piece of trapezoidal stone material size according to desk-top publishing figure, factory process is also numbered, and prevents on-the-spot with mixed；
(2) substrate concrete construction
Substrate concrete thickness is 200, uses C25 commerical ready-mixed concrete, and ground transport pump, Manual, machinery vibrate, three roll shafts
Evener leveling, grooving machine joint-cutting；
Construction technology: inspection basic unit → surveying setting-out → installation form → concrete pumping → pave → flatten → plucking that vibrates →
Joint-cutting → health preserving；
Substrate concrete construction formwork uses the channel-section steel that rigidity is enough, and side sets stayed mast and inserts hole；The height of steel form is base
Layer concrete design thickness, template length is 3～5m, supporting adn fixing device at every meter of template-setup 1, mold plate verticality chock
Wedge method adjusts, and construction joint indwelling is at expansion joint (E.J.)；
According to predetermined stretching, contract seam position, when xoncrete structure base layer construction, first bury upper 25 thickness according to expansion joint (E.J.) position
Soaking the Pinus koraiensis expansion joint plate of Colophonium, centre sets Φ 16mm dowel steel, spacing 200；
When concrete is unhardened, reject the concrete on expansion joint plate top, embed the batten of 20 × 20, flattened faces, expansion joint (E.J.)
Plate should continuous through whole substrate concrete, expansion joint plate is vertical with Lu Zhizheng line, and slotted wall is vertical；
Dowel steel employing Φ 16mm reinforcing bar, spacing 200, a length of 700, the surface of more than half length should be coated with anti-stick
Layer, end should be worn movable cap bag, be overlapped cap material and use Φ 20mm plastic tube, end employing asphalt felt to seal blocking, dowel steel steel
Muscle processing should be sawed-off, cut-out must not be extruded, fracture should vertically, light justify, fall burr with grinder buffing, and be processed into 2～3 roundings
Angle；
All vertical, horizontal contracting seam all uses the construction of joint-cutting method, and the joint-cutting degree of depth is 6, and width is 10, first arrives with thin saw blade sawing
Require the degree of depth, re-use 6～8 thick saw blades or overlapping saw blade widens joint filling groove；
With the covering wet curing such as gunnysack, straw screen or mat and sprinkle water in time, keep concrete surface to be in dampness, basic unit all the time
At the concrete curing initial stage, forbidding pedestrian, vehicle pass-through, after reaching design strength 40%, pedestrian can pass through；
(3) surface layer paving control line construction
According to stone material surface layer every block of trapezoidal stone material of CAD typesetting figure and gap size, every section of circle and the center of circle of circular arc, use total powerstation
Orient the radial direction control line of each every block of stone material of section, use chord off-set method to survey the broadwise control line setting every block of stone material, and
By the radial direction of every block of trapezoidal stone material and broadwise control line line of ink marker bullet on concrete base layer, as depending on of every piece of stone material paving
According to；
(4) granite face is mated formation
Granite panel of mating formation is 40 thick fired slab floor file, and on C25 concrete base layer, first brush plain-water slurry one time, then adopts
With 20 thick 1:2.5 cement mortar screedings, panel and basic unit use 50 thick 1:2.5 dry cement mortar binder courses, fired slab
5 thick plain-water slurry tack coats are scraped in bottom surface；
Granite face all stays at substrate concrete expansion joint (E.J.) and expansion joint and sets 10 wide expansion joints；
Using and expansion joint plate equal thickness when surface layer is mated formation, height is embedded at expansion joint plate with the batten of binder course uniform thickness of mating formation,
With paving with dragging, it is ensured that without mortar between expansion joint plate and surface layer, gap-filling glue after having mated formation, is used to fill up；
(5) filleting
Expansion joint of mating formation uses PVC cement, first uses grooving machine to remove in seam sandstone, the mortar etc. of condensation being mingled with,
Re-use the pressure press water more than 0.5Mpa and compressed air thoroughly removes the dust in seam and other pollutant, it is ensured that seam
Wall and cleaning inside, it is dried；Slotted wall is checked can not wipe dust for cementation of fissures standard；
Crack pouring depth is at 15～20 mm, and the most shallow 15 mm that cannot be less than, first extruding embeds diameter 9～12 mm sponge plastics
Backing strip, then cementation of fissures cementation of fissures end face should flush with plate face；Necessary full, uniform, the consistency of thickness of joint filling is the most through, joint sealing material
Must not lack, ftracture and seep water
Stone material surface layer except expansion joint is with in addition to PVC cement filleting, other all gaps the most not filletings, drop in gap
The foreign material such as cement mortar to clean out.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610581952.6A CN106223151B (en) | 2016-07-22 | 2016-07-22 | Large area wing square stone material in severe cold area is mated formation prevention and cure of crack method |
| CN201810272525.9A CN108486978A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of the good severe cold area large area of effect is mated formation prevention and cure of crack method |
| CN201810271448.5A CN108396607A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610581952.6A CN106223151B (en) | 2016-07-22 | 2016-07-22 | Large area wing square stone material in severe cold area is mated formation prevention and cure of crack method |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810272525.9A Division CN108486978A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of the good severe cold area large area of effect is mated formation prevention and cure of crack method |
| CN201810271448.5A Division CN108396607A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106223151A true CN106223151A (en) | 2016-12-14 |
| CN106223151B CN106223151B (en) | 2018-05-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610581952.6A Active CN106223151B (en) | 2016-07-22 | 2016-07-22 | Large area wing square stone material in severe cold area is mated formation prevention and cure of crack method |
| CN201810271448.5A Pending CN108396607A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method |
| CN201810272525.9A Pending CN108486978A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of the good severe cold area large area of effect is mated formation prevention and cure of crack method |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810271448.5A Pending CN108396607A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method |
| CN201810272525.9A Pending CN108486978A (en) | 2016-07-22 | 2016-07-22 | The wing square stone material of the good severe cold area large area of effect is mated formation prevention and cure of crack method |
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| CN (3) | CN106223151B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610764A (en) * | 2018-11-19 | 2019-04-12 | 中国电建集团江西省电力建设有限公司 | A kind of granite facade paving construction technique |
| CN113279305A (en) * | 2021-05-29 | 2021-08-20 | 浙江浩诚建设股份有限公司 | Paving method of landscape footpath granite surface layer |
| CN114685885A (en) * | 2022-05-06 | 2022-07-01 | 北京中景橙石科技股份有限公司 | Elastic expansion joint plate and preparation method thereof |
| CN114856136A (en) * | 2022-05-25 | 2022-08-05 | 南通大学 | Graphene-based MS sealant construction process and MS sealant |
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| CN109610764A (en) * | 2018-11-19 | 2019-04-12 | 中国电建集团江西省电力建设有限公司 | A kind of granite facade paving construction technique |
| CN109610764B (en) * | 2018-11-19 | 2024-04-16 | 中国电建集团江西省电力建设有限公司 | Granite facade paving construction technology |
| CN113279305A (en) * | 2021-05-29 | 2021-08-20 | 浙江浩诚建设股份有限公司 | Paving method of landscape footpath granite surface layer |
| CN114685885A (en) * | 2022-05-06 | 2022-07-01 | 北京中景橙石科技股份有限公司 | Elastic expansion joint plate and preparation method thereof |
| CN114685885B (en) * | 2022-05-06 | 2023-11-24 | 北京中景橙石科技股份有限公司 | Elastic expansion joint plate and preparation method thereof |
| CN114856136A (en) * | 2022-05-25 | 2022-08-05 | 南通大学 | Graphene-based MS sealant construction process and MS sealant |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106223151B (en) | 2018-05-15 |
| CN108396607A (en) | 2018-08-14 |
| CN108486978A (en) | 2018-09-04 |
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