CN204780967U - Be applied to high board position raft board basis of transformer substation's complex building - Google Patents
Be applied to high board position raft board basis of transformer substation's complex building Download PDFInfo
- Publication number
- CN204780967U CN204780967U CN201520384017.1U CN201520384017U CN204780967U CN 204780967 U CN204780967 U CN 204780967U CN 201520384017 U CN201520384017 U CN 201520384017U CN 204780967 U CN204780967 U CN 204780967U
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- board
- plate
- complex building
- building
- foundation beam
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Abstract
The utility model discloses a be applied to high board position raft board basis of transformer substation's complex building, including foundation beam and high -order board, the top surface of foundation beam and high -order board is on same plane, the flange of high -order board adopts the crisscross banding mode of muscle crotch of indulging along the side banding, the foundation beam adopts brick, soil or concrete fetal membrane to pour, is equipped with the pea gravel concreten that 40mm is thick and looks for domatic layer, two -way arrangement of reinforcement on the top surface of foundation beam and high -order board to stay branch storehouse seam, as the floor of cable intermediate layer, reduced the work of building the alley wall by laying bricks or stones, spreading the prefabricated plate, further reduced material and budget, the reduction of erection time. The utility model discloses effective problem of building the alley wall by laying bricks or stones and dividing the prefabricated plate of solving under equal cable clamp floor face requires, reduces the material, reduces the budget, and the construction is simple, the reduction of erection time.
Description
Technical field
The utility model relates to a kind of raft foundation, specifically a kind of high plate position raft foundation being applied to transformer station's complex building.
Background technology
At present, the raft plated construction of low position is all used on the basis of common transformer station complex building, its cable floor ground has been come mainly through making precast plate, precast plate is held on building block sleeper wall and grade beam, precast plate shelving length is not less than 100mm, as shown in Figure 1-2, first the position of sleeper wall is determined, divide the size of precast plate again, choose corresponding model, in concrete implementation process, sleeper wall builds the corresponding height of cable interlayer flooring by laying bricks or stones, and the place contacted with precast plate arranges 240 high beams together, levelling with 20 thick seat slurries again, it lays precast plate.Precast plate supporting can add sleeper wall time inadequate, and sleeper wall all establishes spilled water hole.When precast plate is shelved and touched pillar, plate is cut out and is gone to post limit, and pillar limit is built 120 thick sleeper walls by laying bricks or stones and shelved plate, and sleeper wall is grown up in 3m, increases reinforced concrete structural column, and should establish every 500-600mm along grade beam or constructional column overall height in middle appropriate location
lacing wire, lacing wire is through along wall total length.The thick pea gravel concreten surface layer of 40mm is done on ground, two way system
and stay parting seam.When adopting low plate position to arrange at the bottom of beam with one flat at the bottom of plate, sleeper wall and precast plate construction complicated, materials demand is large, increases the budget of whole engineering.
Utility model content
The purpose of this utility model is to provide the high plate position raft foundation being applied to transformer station's complex building that a kind of material is economized, expense is few, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model provides following technical scheme:
Be applied to a high plate position raft foundation for transformer station's complex building, comprise grade beam and high-order plate, the end face of described grade beam and high-order plate is in same plane.
As further program of the utility model: the end face of described grade beam and high-order plate is provided with the thick pea gravel concreten of 40mm and looks for domatic layer.
As further program of the utility model: the panel edges side edge sealing of described high-order plate adopts vertical muscle crotch to interlock edge sealing mode.
As the utility model further scheme: described grade beam employing brick, soil or concrete fetal membrane are built.
Compared with prior art, the beneficial effects of the utility model are:
The utility model effectively solves the problem of building sleeper wall by laying bricks or stones and dividing precast plate, and under comparable cable mezzanine floor requires, reduce material, prune a budget, construction is simple, the reduction of erection time.
Accompanying drawing explanation
Fig. 1 is the sleeper wall of raft foundation and the arrangement form of precast plate in prior art.
Fig. 2 is the connection detail of sleeper wall and precast plate in prior art.
Fig. 3 is the arrangement form that in the utility model, raft foundation and original base contrast.
Detailed description of the invention
Be described in more detail below in conjunction with the technical scheme of detailed description of the invention to this patent.
Refer to Fig. 3, a kind of high plate position raft foundation being applied to transformer station's complex building, comprise grade beam 1 and high-order plate 2, the end face of described grade beam 1 and high-order plate 2 is in same plane, and the high plate position that described grade beam 1 and high-order plate 2 adopt end face to flush is arranged, eliminates the work of construction sleeper wall and precast plate, prune a budget, reduction of erection time, the panel edges side edge sealing of described high-order plate 2 adopts vertical muscle crotch to interlock edge sealing mode, and described grade beam employing brick, soil or concrete fetal membrane are built.
The utility model utilizes high plate position to arrange to replace low plate position to arrange, makes grade beam 1 and the end face of high-order plate 2 form a complete plane, grade beam 1 with the end face of high-order plate 2 is provided with the thick pea gravel concreten of 40mm and looks for domatic layer, two way system
and stay parting seam, as the flooring of cable interlayer, decrease the work of building sleeper wall, paving precast plate by laying bricks or stones, further reduce material and budget, the reduction of erection time.
The utility model effectively solves the problem of building sleeper wall by laying bricks or stones and dividing precast plate, and under comparable cable mezzanine floor requires, reduce material, prune a budget, construction is simple, the reduction of erection time.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment, in the ken that one skilled in the relevant art possesses, various change can also be made under the prerequisite not departing from this patent aim.
Claims (4)
1. be applied to a high plate position raft foundation for transformer station's complex building, it is characterized in that, comprise grade beam (1) and high-order plate (2), the end face of described grade beam (1) and high-order plate (2) is in same plane.
2. the high plate position raft foundation being applied to transformer station's complex building according to claim 1, is characterized in that, described grade beam (1) is provided with the thick pea gravel concreten of 40mm with the end face of high-order plate (2) and looks for domatic layer.
3. the high plate position raft foundation being applied to transformer station's complex building according to claim 1, is characterized in that, the panel edges side edge sealing of described high-order plate (2) adopts vertical muscle crotch to interlock edge sealing mode.
4. the high plate position raft foundation being applied to transformer station's complex building according to claim 1, it is characterized in that, described grade beam (1) employing brick, soil or concrete fetal membrane are built.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520384017.1U CN204780967U (en) | 2015-06-06 | 2015-06-06 | Be applied to high board position raft board basis of transformer substation's complex building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520384017.1U CN204780967U (en) | 2015-06-06 | 2015-06-06 | Be applied to high board position raft board basis of transformer substation's complex building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204780967U true CN204780967U (en) | 2015-11-18 |
Family
ID=54521050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520384017.1U Expired - Fee Related CN204780967U (en) | 2015-06-06 | 2015-06-06 | Be applied to high board position raft board basis of transformer substation's complex building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204780967U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939612A (en) * | 2017-03-28 | 2017-07-11 | 山东天齐置业集团股份有限公司 | A kind of large-scale Raft construction |
-
2015
- 2015-06-06 CN CN201520384017.1U patent/CN204780967U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939612A (en) * | 2017-03-28 | 2017-07-11 | 山东天齐置业集团股份有限公司 | A kind of large-scale Raft construction |
| CN106939612B (en) * | 2017-03-28 | 2019-04-26 | 山东天齐置业集团股份有限公司 | A kind of large size Raft construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20151118 Termination date: 20200606 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |