CN102373755A - Device for arranging equipment pipe trench by using structural seam - Google Patents
Device for arranging equipment pipe trench by using structural seam Download PDFInfo
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- CN102373755A CN102373755A CN2011103969850A CN201110396985A CN102373755A CN 102373755 A CN102373755 A CN 102373755A CN 2011103969850 A CN2011103969850 A CN 2011103969850A CN 201110396985 A CN201110396985 A CN 201110396985A CN 102373755 A CN102373755 A CN 102373755A
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- pipe trench
- plate
- main structure
- equipment pipe
- seam
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Abstract
The invention discloses a device for arranging an equipment pipe trench by using a structural seam. The device comprises main structure, wherein a seam between the main structures forms the pipe trench. The device is characterized in that dowel bars are preset at the lower parts of the main structures, a lower plate and side plates are formed through secondary pouring and concrete plate downward hanging, and the lower plate and the side plates form a downward concave connecting plate, which is arranged below the main structures and is used for connecting the main structures. According to the invention, by arranging the downward concave connecting plate at the seam part of the structures, the equipment pipe trench can be arranged for laying a pipeline and can also be used as a by-wash of a floor structure for centralized drainage; and the connecting plate is concave downwards, has certain angular deformation capability, can release temperature stress caused by temperature difference changes, and has no influence on the horizontal deformation and the structural stress of each secondary main structure per se.
Description
Technical field
the present invention relates to design of building structures field, especially a kind of device that utilizes structural joint advancing equipment pipe trench.
Background technology
the long floor structure of some hundreds of rice occurred along with the increase day by day of the building scale of construction.From the building use angle, hope that structure do not establish seam as far as possible, but super-long structural because of can producing bigger plane stress, factors such as variations in temperature, concrete contraction causes that beam slab ftractures.Structure design is a basic principle to establish seam less at present, and existing the plan through utilizing structure to establish the seam position is provided with recessed junction plate, advancing equipment pipe trench or bye wash.
Summary of the invention
the present invention seeks to: a kind of device that utilizes structural joint advancing equipment pipe trench is provided.
technical scheme of the present invention is: a kind of structural joint advancing equipment pipe trench device that utilizes; Comprise main structure, the slit between the main structure forms pipe trench, it is characterized in that; Joint bar is reserved in the main structure bottom; Hang the concrete plate down through second pouring and form lower plate and side plate, said lower plate and side plate are formed recessed junction plate, and recessed junction plate is positioned at the main structure below and is connected in main structure.
are further, are provided with prefabricated cover plate on the pipe trench top, stay the wide sum of the seam of establishing to be not less than the structural joint width of traditional handicraft between said prefabricated cover plate and the main structure.
are further, and the recessed degree of depth in said recessed junction plate Autonomous Structure lower end is more than or equal to 200mm.
are further, and said main structure one-time-concreting is accomplished.
Advantage of the present invention is:
1. utilize structure to establish the seam position recessed junction plate is set, but the advancing equipment pipe trench is walked pipeline, also can be used as the bye wash central drainage of floor structure;
Prefabricated cover plate is 2. arranged in
, is convenient to the inspection and maintenance of pipeline.
Control watering of recessed junction plate and smash off-period, can solve the concrete shrinkage stress of super-long structural;
4. because junction plate is recessed, have certain angular deformation ability, can discharge the thermal stresses that difference variation causes, also do not influence the horizontal distortion and the structure stress of each piecemeal main structure self.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the present invention is further described:
Fig. 1 utilizes structural joint advancing equipment pipe trench apparatus structure sketch map for the present invention.
wherein: 1, main structure, 2, recessed junction plate, 3, prefabricated cover plate, 4, pipe trench, 21, lower plate, 22, side plate.
The specific embodiment
Embodiment:
further specify such scheme below in conjunction with specific embodiment.Should be understood that these embodiment are used to the present invention is described and are not limited to limit scope of the present invention.The implementation condition that adopts among the embodiment can be done further adjustment according to the condition of concrete producer, and not marked implementation condition is generally the condition in the normal experiment.
technical scheme of the present invention is: a kind of structural joint advancing equipment pipe trench device that utilizes; Comprise main structure 1; Slit between the main structure 1 forms pipe trench 4, and joint bar is reserved in main structure 1 bottom, hangs the concrete plate down through second pouring and forms lower plate 21 and side plate 22; Said lower plate 21 and side plate 22 are formed recessed junction plate 2, and recessed junction plate 2 is positioned at main structure 1 below and is connected in main structure 1.
In
preferred embodiment of the present invention, be provided with prefabricated cover plate 3, stay the wide sum of the seam of establishing to be not less than the structural joint width of traditional handicraft between said prefabricated cover plate 3 and the main structure 1 on pipe trench 4 tops.
In
preferred embodiment of the present invention, the recessed degree of depth in said recessed junction plate 2 Autonomous Structure 1 lower end is more than or equal to 200mm.
In
preferred embodiment of the present invention, said main structure 1 one-time-concreting is accomplished.
above to be shown and has described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; The present invention is not restricted to the described embodiments; That describes in the foregoing description and the manual just explains principle of the present invention; The present invention also has various changes and modifications under the prerequisite that does not break away from spirit and scope of the invention, and these variations and improvement all fall in the scope of the invention that requires protection.
Claims (4)
1. one kind is utilized structural joint advancing equipment pipe trench device; Comprise main structure, the slit between the main structure forms pipe trench, it is characterized in that; Joint bar is reserved in the main structure bottom; Hang the concrete plate down through second pouring and form lower plate and side plate, said lower plate and side plate are formed recessed junction plate, and recessed junction plate is positioned at the main structure below and is connected in main structure.
2. the structural joint advancing equipment pipe trench device that utilizes according to claim 1 is characterized in that, is provided with prefabricated cover plate on the pipe trench top, stays the wide sum of the seam of establishing to be not less than the structural joint width of traditional handicraft between said prefabricated cover plate and the main structure.
3. the structural joint advancing equipment pipe trench device that utilizes according to claim 1 is characterized in that, the recessed degree of depth in said recessed junction plate Autonomous Structure lower end is more than or equal to 200mm.
4. the structural joint advancing equipment pipe trench device that utilizes according to claim 1 is characterized in that, said main structure one-time-concreting is accomplished.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103969850A CN102373755B (en) | 2011-12-05 | 2011-12-05 | Device for arranging equipment pipe trench by using structural seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103969850A CN102373755B (en) | 2011-12-05 | 2011-12-05 | Device for arranging equipment pipe trench by using structural seam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102373755A true CN102373755A (en) | 2012-03-14 |
| CN102373755B CN102373755B (en) | 2013-11-20 |
Family
ID=45792928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103969850A Active CN102373755B (en) | 2011-12-05 | 2011-12-05 | Device for arranging equipment pipe trench by using structural seam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102373755B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1759986A1 (en) * | 1989-12-22 | 1992-09-07 | Белорусский Политехнический Институт | Deformation seam |
| CN1147048A (en) * | 1996-07-06 | 1997-04-09 | 赵明权 | Ditch structure of water supply pipe and sewer equipment for complex building |
| CN1396356A (en) * | 2001-07-12 | 2003-02-12 | 周阳 | Roof made of cellular aluminium plate |
| AU2004222848A1 (en) * | 2003-10-27 | 2005-05-12 | Intedev Pty Ltd | Expansion Joint Closure |
| CN1821503A (en) * | 2006-03-15 | 2006-08-23 | 刘丹 | Water leak-proof structure for building floor or roof deformation seam |
| CN201003209Y (en) * | 2006-08-17 | 2008-01-09 | 梁彬 | Linear drain U-shaped groove assembly |
| CN101413292A (en) * | 2007-10-16 | 2009-04-22 | 华东建筑设计研究院有限公司 | Water discharge structure of expansion joint |
| CN201943093U (en) * | 2011-01-07 | 2011-08-24 | 深圳市方佳建筑设计有限公司 | Settlement joint water-proof structure for basement with drainage channel |
| CN202324212U (en) * | 2011-12-05 | 2012-07-11 | 苏州市建筑设计研究院有限责任公司 | Device for arranging equipment pipe-trenches by using structural joints |
-
2011
- 2011-12-05 CN CN2011103969850A patent/CN102373755B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1759986A1 (en) * | 1989-12-22 | 1992-09-07 | Белорусский Политехнический Институт | Deformation seam |
| CN1147048A (en) * | 1996-07-06 | 1997-04-09 | 赵明权 | Ditch structure of water supply pipe and sewer equipment for complex building |
| CN1396356A (en) * | 2001-07-12 | 2003-02-12 | 周阳 | Roof made of cellular aluminium plate |
| AU2004222848A1 (en) * | 2003-10-27 | 2005-05-12 | Intedev Pty Ltd | Expansion Joint Closure |
| CN1821503A (en) * | 2006-03-15 | 2006-08-23 | 刘丹 | Water leak-proof structure for building floor or roof deformation seam |
| CN201003209Y (en) * | 2006-08-17 | 2008-01-09 | 梁彬 | Linear drain U-shaped groove assembly |
| CN101413292A (en) * | 2007-10-16 | 2009-04-22 | 华东建筑设计研究院有限公司 | Water discharge structure of expansion joint |
| CN201943093U (en) * | 2011-01-07 | 2011-08-24 | 深圳市方佳建筑设计有限公司 | Settlement joint water-proof structure for basement with drainage channel |
| CN202324212U (en) * | 2011-12-05 | 2012-07-11 | 苏州市建筑设计研究院有限责任公司 | Device for arranging equipment pipe-trenches by using structural joints |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102373755B (en) | 2013-11-20 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20120801 Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Applicant after: Suzhou Institute of Architectural Design Co., Ltd. Address before: 215021 Suzhou Industrial Park, Jiangsu, Xinghai street, No. 9, No. Applicant before: Suzhou Institute of Architectural Design Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee after: Design group Limited by Share Ltd Address before: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee before: Suzhou Institute of Architectural Design Co., Ltd. |