CN106917339A - The movement joint of cast-in-place concrete road AB voussoir AB rubber strips - Google Patents
The movement joint of cast-in-place concrete road AB voussoir AB rubber strips Download PDFInfo
- Publication number
- CN106917339A CN106917339A CN201710309851.8A CN201710309851A CN106917339A CN 106917339 A CN106917339 A CN 106917339A CN 201710309851 A CN201710309851 A CN 201710309851A CN 106917339 A CN106917339 A CN 106917339A
- Authority
- CN
- China
- Prior art keywords
- concrete
- rubber strips
- movement joint
- seam
- voussoirs
- 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.)
- Pending
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Classifications
-
- 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
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
- E01C11/106—Joints with only prefabricated packing; Packings therefor
Abstract
The processing means of common concrete road surface movement joint are to strengthen " rigidity ", and the present invention is, using the method dredged, traffic load to be reached into basic unit;It is characterized in that deformation joint is separated using AB rubber strips, pour and be pounded cammed surface, when rut is by movement joint, the transmission of car lotus reaches basic unit by " angle of flare ", reduces the influence of " rigidity mutation ";AB rubber strips enable AB voussoirs to wriggle up and down, it is ensured that " seam " is in closely connected regular state, reduces the influence of concrete breathing, improves vehicle ride comfort, and the movement joint treatment for making " each side " difficult becomes simple easily, and good management is good to be safeguarded.
Description
Technical field
Road.
Background technology
The most fragile part of concrete road is deformation joint road surface;Movement joint divides again stretches seam and contracting seam, and it is to resist to stretch seam
Concrete temperature deforms, and contracting seam is to resist concrete shrinkage deformation;The source of damage is a lot, but is " firm at expansion joint first of reason
Degree " mutation, under wheel load impact, occurs " concentrated stress ", and minute crack occurs in concrete, " capillary " phenomenon, concrete occurs
Intensity is reduced, more serious crack then occurs, trigger pavement damage;The two of reason are that roadbed also occurs " to concentrate and answer at seam
Power ", produces " capillary " phenomenon, and " ponding " occurs, and " ponding " " siphon " occurs under rut impact, and suction is suctioned out and replaced,
Gush out ground, be commonly called as " purt mud ";First, two reasons are mutually held mutually, trigger road surface large area to damage;Existing concrete road becomes
Shape seam treatment point " flexible " and " contracting seam ", Main Means are the rigidity for improving road surface " plate " " at seam ", complicated cumbersome cost of constructing
Height, but " at seam " is still " starting " that road is damaged, and effect " each side " is unsatisfied with.
The content of the invention
Problem, the skill that the present invention takes are damaged in order to the rigidity for overcoming concrete road deformation joint is mutated the road for producing
Art scheme is:
Leading thinking is " change block up be thin ", and the basic reason for damaging road surface is traffic load, is dredged vehicle-mounted, presses its " path "
Meet concrete material mechanics feature, be delivered to roadbed;
1st, movement joint is regardless of contracting seam and stretches seam, and unified is " movement joint ";Common contracting seam " not revealing the exact details ", is commonly called as " baste ", " false
Pitch requirements ratio " stretching seam " spacing of seam " is small, and the present invention sets movement joint by the pitch requirements of " contracting seam ", stitches " saturating " road surface coagulation
Soil, spacing 5M or so;
2nd, " section " profit retention " cammed surface " of deformation joint, when rut is by the side for staying cammed surface road, the transmission of car lotus
Normal load transfer spreading angle can be pressed, car lotus is reached into basic unit, reduce the influence that " seam " rigidity is mutated road pavement;
3rd, when " cammed surface " at seam is by construction concrete, the rubber strip " separation " completed in advance integrally pours and smashes to be formed;
4th, two sides " cammed surface " of " seam " form " wedge shape " cross section in seam, are filled out " wedge " with concrete;Its reason is, when car lotus
During by wedge section, because of the big feature of concrete rigid, load passes to " seam " cammed surface through wedge, " direct " of " rapid "
To roadbed;In transmittance process, the concrete of " cammed surface " and " voussoir ", in " pressure " state, avoids concrete shortcoming, plays
Concrete advantage;
5th, wedge section is narrow and long, and rigidity is small, " to be segmented ", to improve " rigidity ";Its " intersegmental seam " processes same movement joint, retained
The inclined-plane of mutual wedge;Result in formation of two kinds of voussoirs of A and B;Stitched between two voussoirs and apply rubber strip separation, it is jointly whole with pavement concrete
Embodiment is poured;
6th, movement joint " waterstop ", the present invention is cried " AB rubber strips " here, and one has been " waterstop " effect, and two is wedge surface to be transmitted
Place's " load ", AB rubber strips will have the characteristic of " hardness " high;
7th, AB rubber strips inner face is smooth surface, when concrete road surface micro-is flexible, AB voussoirs be squeezed power when up and down can micro-wriggle,
AB rubber strips outside, i.e., to concrete cammed surface side, be distributed " raised line ", and prevention is slided with concrete " cammed surface ";Protect
Card AB rubber strips are in regular and closely connected with " seam " state;
Beneficial effect:
1st, concrete transmits vehicle-mounted in the state of " compression ", reduces " rigidity mutation " influence;
2nd, AB voussoirs micro-can wriggle up and down, it is ensured that " seam " is in close-fitting state, reduces the influence of concrete breathing;
3rd, easy construction, once pours and smashes completion;
Brief description of the drawings:
Fig. 1 of the present invention:" seam " perspective view, in figure:01.A voussoirs, 02.B voussoirs, 03.AB rubber strips, 04. concrete road surface;
Fig. 2 of the present invention:A voussoir perspective views;
Fig. 3 of the present invention:B voussoir perspective views;
Fig. 4 of the present invention:AB rubber strip top views;
Fig. 5 of the present invention:The A-A profiles of Fig. 4;
Fig. 6 of the present invention:" F " drawing in Fig. 5, in figure:The head that 012.AB rubber strips are folded;
Fig. 7 of the present invention:" G " drawing in Fig. 5, in figure:010.AB rubber strip raised lines;
Specific embodiment:
Example 1, it is specific as shown in drawings, division main points are as follows:
1st, AB rubber strips of the invention are " cloth-like ", simultaneously smooth surface, simultaneously uniform raised line 010;Raised line 010 prevent concrete with
Relative " slip " of AB rubber strips and prevent " capillary " phenomenon;Simultaneously smooth surface, can " wriggling ";
2nd, fold first 012 straight, it is desirable to leave " dark machine " in manufacturer's manufacture, can guarantee that AB rubber strips " application " are put down in construction
It is suitable, closely connected " board splitter face ";" true seam " is avoided into, causes driving vehicle to vibrate, influence ride comfort;
3rd, concrete shrinkage after constructing, can make AB voussoirs " whereabouts ", have " convex-concave " with road surface, control to reduce as far as possible, can apply
During work cast-in-place concrete, AB voussoirs face is poured and smashes height little by little;Can be ground off when staying " many ", stay and " low " with regard to trouble, so
" height " is how much prudent;These, will grope in concrete practice;
4th, tackle " temperature becomes ", it is desirable to pour the median that concrete temperature when smashing is in local year temperature;
5th, existing concrete road surface longitudinal direction " contracting seam " is also processed with method of the present invention;
6th, it is fixed according to the requirement such as road surface load for distributed steel requirement, but have some attention, it is ensured that road surface does not produce stress
" mutation ";
Another damageable zone of example 2, concrete road is road " rut " road surface nearby, and reason is concrete road surface " by curved
Square ", caused by " arch camber " " warping " deformation;" bulk " road surface can be become into " fritter " with present invention segmentation road surface, produce rut
" moment of flexure " diminish, " arch camber " and " warping " diminishes, reduce damage phenomenon;Certainly, this way will fully be tested in the present invention
Card, the implementation selection that situation about working well is made;
One of example 3, municipal concrete road damageable zone are at sewer manhole lid;AB rubber strips of the invention can be used
" well lid " position is separated out, makes well lid position into " reverse wedge shape " square plate, stayed lifting hole and square plate structure reinforcing bars, and road
Face cast-in-place concrete together, pours and smashes that rear AB voussoirs are movable, and square plate is movable, and real inspection well head is in concrete road surface
Bottom;So, when vehicle is by square plate, " stress concentration " phenomenon " will not be collided " and is produced, eliminate well lid " problem ";
Implementation result:
1st, movement joint seam small, the vehicle ride comfort wide of cast-in-place concrete road AB voussoirs and AB rubber strips;
2nd, simple expense of constructing is low, and good management is good to be safeguarded.
Claims (2)
1. the present invention is the cast-in-place concrete movement joint that a kind of rubber fastening band separates concrete road surface, including AB rubber strips, A
Voussoir, B voussoirs, it is characterised in that:Deformation joint pavement concrete section, is separated with AB rubber strips, smashes concrete into cammed surface,
A voussoirs and B voussoirs are separated into AB rubber strips between cammed surface, cast-in-place concrete is filled.
2. with claim 1, the deformation joint water-stopping belt of described AB rubber strips, it is characterised in that:Rubber strip one side is shiny surface,
Another EDS maps raised line(010).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720162151 | 2017-02-22 | ||
CN2017201621516 | 2017-02-22 |
Publications (1)
Publication Number | Publication Date |
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CN106917339A true CN106917339A (en) | 2017-07-04 |
Family
ID=59568354
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710309851.8A Pending CN106917339A (en) | 2017-02-22 | 2017-05-05 | The movement joint of cast-in-place concrete road AB voussoir AB rubber strips |
Country Status (1)
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CN (1) | CN106917339A (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS5543204Y2 (en) * | 1977-03-08 | 1980-10-11 | ||
CN2474576Y (en) * | 2001-05-09 | 2002-01-30 | 衡水橡胶股份有限公司 | Embedded elasticoplastic body expansion device |
CN2688747Y (en) * | 2004-03-03 | 2005-03-30 | 杨宪奎 | Bridge expansion joint device |
KR100583938B1 (en) * | 2005-09-01 | 2006-05-26 | (주)경보공영 | A method for preventing construction joint crack of asphalt concrete paved |
CN102286908A (en) * | 2010-06-21 | 2011-12-21 | 杨光原 | Bidirectional interlocking brick as well as pavement and pavement paving method using same |
CN102505606A (en) * | 2011-10-31 | 2012-06-20 | 湖南云中沥青有限责任公司 | Processing method for cracks when asphalt layer is additionally paved on cement road surface |
CN204509923U (en) * | 2015-03-12 | 2015-07-29 | 长安大学 | A kind of composite pavement base layer structure preventing reflection crack |
CN205874888U (en) * | 2016-06-24 | 2017-01-11 | 山西省交通科学研究院 | A drainage face brick check room structure for sidewalk is last |
-
2017
- 2017-05-05 CN CN201710309851.8A patent/CN106917339A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5543204Y2 (en) * | 1977-03-08 | 1980-10-11 | ||
CN2474576Y (en) * | 2001-05-09 | 2002-01-30 | 衡水橡胶股份有限公司 | Embedded elasticoplastic body expansion device |
CN2688747Y (en) * | 2004-03-03 | 2005-03-30 | 杨宪奎 | Bridge expansion joint device |
KR100583938B1 (en) * | 2005-09-01 | 2006-05-26 | (주)경보공영 | A method for preventing construction joint crack of asphalt concrete paved |
CN102286908A (en) * | 2010-06-21 | 2011-12-21 | 杨光原 | Bidirectional interlocking brick as well as pavement and pavement paving method using same |
CN102505606A (en) * | 2011-10-31 | 2012-06-20 | 湖南云中沥青有限责任公司 | Processing method for cracks when asphalt layer is additionally paved on cement road surface |
CN204509923U (en) * | 2015-03-12 | 2015-07-29 | 长安大学 | A kind of composite pavement base layer structure preventing reflection crack |
CN205874888U (en) * | 2016-06-24 | 2017-01-11 | 山西省交通科学研究院 | A drainage face brick check room structure for sidewalk is last |
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Application publication date: 20170704 |