CN102116054B - Cast-in-place floor joint splicing structure for travelling crane - Google Patents
Cast-in-place floor joint splicing structure for travelling crane Download PDFInfo
- Publication number
- CN102116054B CN102116054B CN2009103127817A CN200910312781A CN102116054B CN 102116054 B CN102116054 B CN 102116054B CN 2009103127817 A CN2009103127817 A CN 2009103127817A CN 200910312781 A CN200910312781 A CN 200910312781A CN 102116054 B CN102116054 B CN 102116054B
- Authority
- CN
- China
- Prior art keywords
- cast
- floor
- leveling layer
- edge
- shrinkage joint
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a cast-in-place floor joint splicing structure for a travelling crane, comprising an expansion joint (5) at the spliced part of a floor, wherein a leveling layer (3) is arranged above the floor, a distance L is remained between the edge of the leveling layer (3) and the edge of the expansion joint (5), plastic foam (1) is inlaid in the expansion joint (5), a reinforcement mat (2) is arranged at the upper end of the expansion joint (5) in a spanning manner, and compensating concrete (4) with an archy upper end is cast on the reinforcement mat (2). Compared with the prior art, the floor joint achieves simple and easily implemented structure, low cost, high strength, hard floor damage and stable crane travelling, and meets the requirement of a potroom on insulation.
Description
Technical field
The present invention relates to a kind of piece structure of floor, particularly a kind of piece structure of crossing the car cast-in-situ floor.
Background technology
In industrial construction; The situation that the mule carriage right and wrong are usually seen on the inner concrete platform of factory building, and concrete frame generally will be provided with the shrinkage joint when surpassing 55m according to standard; As shown in Figure 1; Car frequently rolls impact to the floor place of cracking in the process of walking back and forth, seam two ends floor is destroyed by driving easily.So the piece structure here haves much room for improvement.
Summary of the invention
Technical problem to be solved by this invention is, a kind of car cast-in-situ floor piece structure of crossing is provided, and makes driving steadily, and can not destroy floor.
Technical scheme of the present invention: in order to solve the problems of the technologies described above; The car cast-in-situ floor piece structure of crossing of the present invention comprises the shrinkage joint of floor jointing positions, and the top of floor is a leveling layer; Leave a distance L between the edge of leveling layer and the edge at shrinkage joint; Be embedded with plastic foam at the shrinkage joint, cross in the upper end at shrinkage joint and be placed with steel mesh reinforcement, be cast with the compensating concrete of upper end band arch on the steel mesh reinforcement.
The edge bottom of leveling layer is stretched in the both sides of steel mesh reinforcement.
The steel mesh reinforcement below is stretched in the lower end of compensating concrete, connects plastic foam.
The cross section, edge of leveling layer is an arc.
Compared with prior art, floor piece of the present invention easy realization simple in structure, cost is low, and intensity is high, and floor is survivable, and train stability satisfies the insulating requirements of potroom, remarkable in economical benefits again.
Description of drawings
Fig. 1 is intrinsic structural representation;
Fig. 2 is a structural representation of the present invention.
The specific embodiment
Embodiments of the invention 1: as shown in Figure 2, the car cast-in-situ floor piece structure of crossing of the present invention comprises the shrinkage joint 5 of floor jointing positions, and the width at shrinkage joint 5 is a.The top of floor is a leveling layer 3, and the thickness of leveling layer 3 is h0, and the cross section at the edge of leveling layer 3 is an arc, and leaves a distance L between the edge at shrinkage joint 5, and 5 are embedded with plastic foam 1 at the shrinkage joint, and the distance at top of 5 far from the shrinkage joint, the upper end of plastic foam 1 is h.
5 upper ends has steel mesh reinforcement 2 at the shrinkage joint, and steel mesh reinforcement 2 is crossed at the shrinkage joint 5 upper end, and both sides stretch into the edge bottom of leveling layer 3, promptly stretches into curved bottom.Also be cast with the compensating concrete 4 of upper end band arch on the steel mesh reinforcement 2, interplanar vertical distance is h1 on the arch top of compensating concrete 4 and the leveling layer 3, and steel mesh reinforcement 2 belows are stretched in the lower end of compensating concrete 4, connects plastic foam 1.
Wherein, h1=h=a, L=h0.
During construction, treat that floor slab structure layer construction accomplished after, 5 are embedded in plastic foam 1 at the shrinkage joint; Above shrinkage joint 5, place steel mesh reinforcement 2 then, pour into a mould leveling layer 3 again, reserve distance L during cast; After treating that leveling layer 3 intensity reach requirement; The compensating concrete 4 of cast top band arch above steel mesh reinforcement 2, the below of this compensating concrete 4 sees through steel mesh reinforcement 2, arrives plastic foam 1.
Claims (4)
1. cross car cast-in-situ floor piece structure for one kind; The shrinkage joint (5) that comprises the floor jointing positions; The top of floor is leveling layer (3), it is characterized in that: leave a distance L between the edge of the edge of leveling layer (3) and shrinkage joint (5), (5) are embedded with plastic foam (1) at the shrinkage joint; The upper end of (5) is crossed over and is placed with steel mesh reinforcement (2) at the shrinkage joint, is cast with the compensating concrete (4) of upper end band arch on the steel mesh reinforcement (2).
2. the car cast-in-situ floor piece structure of crossing according to claim 1, it is characterized in that: the edge bottom of leveling layer (3) is stretched in the both sides of steel mesh reinforcement (2).
3. the car cast-in-situ floor piece structure of crossing according to claim 1, it is characterized in that: steel mesh reinforcement (2) below is stretched in the lower end of compensating concrete (4), connects plastic foam (1).
4. the car cast-in-situ floor piece structure of crossing according to claim 1, it is characterized in that: the cross section, edge of leveling layer (3) is an arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009103127817A CN102116054B (en) | 2009-12-30 | 2009-12-30 | Cast-in-place floor joint splicing structure for travelling crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009103127817A CN102116054B (en) | 2009-12-30 | 2009-12-30 | Cast-in-place floor joint splicing structure for travelling crane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102116054A CN102116054A (en) | 2011-07-06 |
| CN102116054B true CN102116054B (en) | 2012-07-11 |
Family
ID=44214966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009103127817A Expired - Fee Related CN102116054B (en) | 2009-12-30 | 2009-12-30 | Cast-in-place floor joint splicing structure for travelling crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102116054B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015539B (en) * | 2011-09-28 | 2015-02-25 | 沈阳铝镁设计研究院有限公司 | Deformation joint building structure for floor of aluminum electrolysis workshop and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2308747A1 (en) * | 1975-04-22 | 1976-11-19 | Sept Sarl | Sealing expansion joints in concrete structures - by bridging vulcanisable sealant filled joint with elastomer sheet secured by resin blocks |
| CN1169171A (en) * | 1995-01-18 | 1997-12-31 | 农用化学公开股份有限公司 | Sealing device for sealing concrete seams |
| CN2470457Y (en) * | 2001-02-20 | 2002-01-09 | 卢家廉 | Plane-type ground-seam covering plate |
| CN1467351A (en) * | 2002-05-28 | 2004-01-14 | 日吉华株式会社 | Joint connecting equipment |
| DE20023520U1 (en) * | 2000-01-24 | 2004-11-18 | Ulbrich, Reiner | Joint gap filling profile for floors serving for air cushion transport has a vertical section extending into the joint gap, and a horizontal section filling the top broadened zone of the joint gap |
| CN2693849Y (en) * | 2004-05-11 | 2005-04-20 | 贵阳铝镁设计研究院 | Alkaline corrosion proof deformation joint structure |
| CN101298781A (en) * | 2008-06-13 | 2008-11-05 | 浙江省一建建设集团有限公司 | Basement bottom plate rear pouring tape construction method |
-
2009
- 2009-12-30 CN CN2009103127817A patent/CN102116054B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2308747A1 (en) * | 1975-04-22 | 1976-11-19 | Sept Sarl | Sealing expansion joints in concrete structures - by bridging vulcanisable sealant filled joint with elastomer sheet secured by resin blocks |
| CN1169171A (en) * | 1995-01-18 | 1997-12-31 | 农用化学公开股份有限公司 | Sealing device for sealing concrete seams |
| DE20023520U1 (en) * | 2000-01-24 | 2004-11-18 | Ulbrich, Reiner | Joint gap filling profile for floors serving for air cushion transport has a vertical section extending into the joint gap, and a horizontal section filling the top broadened zone of the joint gap |
| CN2470457Y (en) * | 2001-02-20 | 2002-01-09 | 卢家廉 | Plane-type ground-seam covering plate |
| CN1467351A (en) * | 2002-05-28 | 2004-01-14 | 日吉华株式会社 | Joint connecting equipment |
| CN2693849Y (en) * | 2004-05-11 | 2005-04-20 | 贵阳铝镁设计研究院 | Alkaline corrosion proof deformation joint structure |
| CN101298781A (en) * | 2008-06-13 | 2008-11-05 | 浙江省一建建设集团有限公司 | Basement bottom plate rear pouring tape construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102116054A (en) | 2011-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060738B (en) | Reserved cast-in-place band assembled integral concrete floor | |
| CN106760101A (en) | A kind of prefabricated superimposed sheet | |
| CN103276651B (en) | No-cutting-seam cement concrete pavement structure and construction method thereof | |
| CN201738463U (en) | Vertical connection structure between main body structure and filled wall body | |
| CN101858142A (en) | Construction method for preventing vertical cracking between main structure and filled wall | |
| CN104032869A (en) | Prefabricated composite floor slabs and prefabricated construction method thereof | |
| CN104895230A (en) | Post-cast belt for precast composite floor slabs and construction method of post-cast belt | |
| CN206352357U (en) | A kind of prestressed concrete overlapped slab with steel truss | |
| CN102628304B (en) | Corrugated web prestressed concrete laminated plate and preparation method thereof | |
| CN102926504A (en) | Connecting steel construction member for steel and concrete overlapped beam combined part and construction method thereof | |
| CN103485281A (en) | Construction method of assembly-type external transverse prestressed hollow plate bridge | |
| CN205063133U (en) | Superimposed sheet superstructure system of prestressing force bottom plate based on take truss | |
| CN206581408U (en) | It is a kind of to be constructed by the bolted concrete lamination piece of steel plate | |
| CN102116054B (en) | Cast-in-place floor joint splicing structure for travelling crane | |
| KR101228642B1 (en) | HolloW core slab having difference of level joint for enhanced unified body | |
| CN101831869A (en) | Connecting structure of combined beam and concrete bearing cross beam | |
| CN104499624B (en) | The cored slab that a kind of filling box is applied in combination | |
| CN102400510B (en) | Hollow floor system made of steel bar and foam combined filled member | |
| CN201605781U (en) | Abutted seam structure of cast-in-place floor slab for traveling | |
| CN103015598A (en) | Construction method of energy-saving ribbed cavity floor | |
| CN206448148U (en) | A kind of align member of bridge hollow board beam core | |
| CN106013596A (en) | Prestressed reinforced concrete laminated slab with broken rib and manufacturing method thereof | |
| JP2004360189A (en) | Pc box girder bridge | |
| CN107035050A (en) | A kind of new prefabricated thermal insulation sound insulating floor slab structure and its construction method | |
| CN204163232U (en) | Double layer hollow reinforce concrete wall |
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 |
Granted publication date: 20120711 Termination date: 20141230 |
|
| EXPY | Termination of patent right or utility model |