CN205177278U - Modular building foundation structure teaching mode - Google Patents
Modular building foundation structure teaching mode Download PDFInfo
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- CN205177278U CN205177278U CN201521100808.3U CN201521100808U CN205177278U CN 205177278 U CN205177278 U CN 205177278U CN 201521100808 U CN201521100808 U CN 201521100808U CN 205177278 U CN205177278 U CN 205177278U
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Abstract
The utility model discloses a modular building foundation structure teaching mode, it includes cross grade beam, isolated footing module, strip footing module, raft foundation module and stake bearing platform foundation module, isolated footing module, strip footing module, raft foundation module and stake bearing platform foundation module are partly pours half perspective structure and establishes respectively on four support arms of cross grade beam. The beneficial effects are that: couple together four kinds of common building bases through the cross grade beam, can demonstrate foundation structure, steel bar arrangement directly perceivedly to reaching the pitted skin, revealing the common mass defect circumstances such as muscle, crack, hole, intermediate layer, bar spacing nonconformity, the model is dissectd to this kind of half perspective of partly building of taking mass defect, not only can watch the teaching but also can measure real standard the such as unwrapping wire, quality inspection and operate, and easily the student understands, the structure is clear, low in cost, and area is little.
Description
Technical field
The utility model relates to a kind of architectural teaching model, particularly a kind of section construction foundation structure teaching mode.
Background technology
Current colleges and universities architectural discipline is in field research, the restriction of some unsafe factors is subject to, so teachers' instruction can only be given lessons by picture presentation, video display, simulation software or solid proportional monolithic architecture teaching mode etc. owing to arranging student to give lessons to working-yard.Imparted knowledge to students by picture presentation, video display, simulation software mode, validity can be there is inadequate, the problems such as teaching efficiency difference; Although undertaken imparting knowledge to students can be improved teaching efficiency by solid proportional monolithic architecture teaching mode, there is the problems such as cost is higher, floor area is larger in whole learning model.
Summary of the invention
Technical problem to be solved in the utility model is to provide one and is easy to student's understanding, clear in structure, cheap, the section construction foundation structure teaching mode that floor area is little.
For solving the problem, the utility model adopts following technical scheme:
A kind of section construction foundation structure teaching mode, comprise right-angled intersection grade beam, isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module, described isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module are partly builds half perspective structure and is located at respectively on four support arms of right-angled intersection grade beam.
As preferred further, described isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module are the entity module with mass defect.
As preferred further, described isolated footing module comprises notch cuttype isolated footing module and type isolated footing, slope module.
As preferred further, described strip footing module comprises notch cuttype strip footing module and slope type strip footing module.
As preferred further, described Pile-supported stand foundation module comprises three Pile-supported stand foundation modules and two Pile-supported stand foundation modules.
As preferred further, there is the mass defect that concrete foundation surface has pitted skin, basis end placing of reinforcement spacing inconsistent in described notch cuttype isolated footing module.
As preferred further, there is the mass defect that there is hole in concrete foundation bight, basis end placing of reinforcement has corrosion in type isolated footing, described slope module.
As preferred further, there is concrete foundation side mass defect with dissection in described notch cuttype strip footing module.
As preferred further, there is the mass defect that there is dew muscle on concrete foundation surface in described slope type strip footing module.
As preferred further, there is the mass defect that there is through crack in concrete foundation elongatedness direction in described raft foundation module.
The beneficial effects of the utility model are: coupled together by four kinds of common building foundations by right-angled intersection grade beam, foundation structure, steel-bar arrangement can be shown intuitively, and the Common Quality Defect situation such as pitted skin, dew muscle, crack, hole, interlayer, bar spacing be inconsistent, this band mass defect partly build half perspective parting die type, not only teaching can be watched but also the training operation such as surveying setting-out, quality inspection can be carried out, be easy to student's understanding, clear in structure, cheap, floor area is little.This section construction foundation structure model not only carries out Itemized teachings to teacher, realizes teaching integration and has impetus energetically, and can also improve learning interest while the technical ability of raising student post, and training student explores the spirit of innovation.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of isolated footing module in Fig. 1.
Fig. 3 is the structural representation of bar shaped basic module in Fig. 1.
Fig. 4 is the structural representation of raft foundation module in Fig. 1.
Fig. 5 is the structural representation of Pile-supported stand foundation module in Fig. 1.
In figure: notch cuttype isolated footing module 1, type isolated footing, slope module 2, slope type strip footing module 3, notch cuttype strip footing module 4, raft foundation module 5, three Pile-supported stand foundation modules 6, two Pile-supported stand foundation modules 7, right-angled intersection grade beam 8.
Embodiment
As shown in Fig. 1 ~ Fig. 5, a kind of section construction foundation structure teaching mode that the utility model relates to, comprise right-angled intersection grade beam 8, isolated footing module, strip footing module, raft foundation module 5 and Pile-supported stand foundation module, described isolated footing module, strip footing module, raft foundation module 5 and Pile-supported stand foundation module are partly builds half perspective structure and is located on four support arms of right-angled intersection grade beam 8 respectively, four support arm main reinforcements of described right-angled intersection grade beam 8 are partly cast in isolated footing module respectively, strip footing module, in raft foundation module 5 and Pile-supported stand foundation module.
Described isolated footing module, strip footing module, raft foundation module 5 and Pile-supported stand foundation module are the entity module with mass defect.As preferably, described isolated footing module comprises notch cuttype isolated footing module 1 and type isolated footing, slope module 2, described strip footing module comprises notch cuttype strip footing module 4 and slope type strip footing module 3, and described Pile-supported stand foundation module comprises three Pile-supported stand foundation modules 6 and two Pile-supported stand foundation modules 7.
As preferably, there is the mass defect that concrete foundation surface has pitted skin, basis end placing of reinforcement spacing inconsistent in described notch cuttype isolated footing module 1, type isolated footing, described slope module 2 exists the mass defect that there is hole in concrete foundation bight, basis end placing of reinforcement has corrosion; There is concrete foundation side mass defect with dissection in described notch cuttype strip footing module 4, described slope type strip footing module 3 exists the mass defect that there is dew muscle on concrete foundation surface; There is the mass defect that there is through crack in concrete foundation elongatedness direction in described raft foundation module 5; There is the mass defect that there is honeycomb on concrete foundation surface, pile framing reinforcing bar has dislocation in described three Pile-supported stand foundation modules 6, described two Pile-supported stand foundation modules 7 exist the mass defect that there is losing fangle in concrete foundation bight, pile framing reinforcing bar has anchoring mistake.
During making, on the place provided, first lay the bed course of thick 100mm by the size of right-angled intersection grade beam 8, and the reinforcing bar of colligation grade beam thereon; Then precalculated position is pressed by notch cuttype isolated footing module 1, type isolated footing, slope module 2, notch cuttype strip footing module 4, slope type strip footing module 3, raft foundation module 5, three Pile-supported stand foundation modules 6, the reinforcing bar of two Pile-supported stand foundation modules 7 and the common colligation of main reinforcement of right-angled intersection grade beam 8, and leave steel bar corrosion, Bar Anchorage mistake, reinforcing bar is contaminated, thickness of protection tier is undesirable, misplace of rebars, the common mass defect such as splice quality is undesirable, bar spacing is inconsistent; Finally carry out formwork supporting plate to above each model, and only build half, second half is the reinforcing bar that can have an X-rayed, and when building, spy leaves the common mass defect such as pitted skin, honeycomb, losing fangle, dew muscle, crack, hole, interlayer.
Although embodiment of the present utility model is open as above, but it is not restricted to listed in instructions and embodiment utilization, it can be applied to various applicable field of the present utility model completely, for those skilled in the art, can easily realize other amendment, therefore do not deviating under the universal that claim and equivalency range limit, the utility model is not limited to specific details and illustrates here and the legend described.
Claims (10)
1. a section construction foundation structure teaching mode, it is characterized in that: it comprises right-angled intersection grade beam, isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module, described isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module are partly builds half perspective structure and is located at respectively on four support arms of right-angled intersection grade beam.
2. section construction foundation structure teaching mode according to claim 1, is characterized in that: described isolated footing module, strip footing module, raft foundation module and Pile-supported stand foundation module are the entity module with mass defect.
3. section construction foundation structure teaching mode according to claim 2, is characterized in that: described isolated footing module comprises notch cuttype isolated footing module and type isolated footing, slope module.
4. section construction foundation structure teaching mode according to claim 2, is characterized in that: described strip footing module comprises notch cuttype strip footing module and slope type strip footing module.
5. section construction foundation structure teaching mode according to claim 2, is characterized in that: described Pile-supported stand foundation module comprises three Pile-supported stand foundation modules and two Pile-supported stand foundation modules.
6. section construction foundation structure teaching mode according to claim 3, is characterized in that: described notch cuttype isolated footing module exists the mass defect that concrete foundation surface has pitted skin, basis end placing of reinforcement spacing inconsistent.
7. section construction foundation structure teaching mode according to claim 3, is characterized in that: type isolated footing, described slope module exists the mass defect that there is hole in concrete foundation bight, basis end placing of reinforcement has corrosion.
8. section construction foundation structure teaching mode according to claim 4, is characterized in that: described notch cuttype strip footing module exists concrete foundation side mass defect with dissection.
9. section construction foundation structure teaching mode according to claim 4, is characterized in that: described slope type strip footing module exists the mass defect that there is dew muscle on concrete foundation surface.
10. section construction foundation structure teaching mode according to claim 2, is characterized in that: described raft foundation module exists the mass defect that there is through crack in concrete foundation elongatedness direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521100808.3U CN205177278U (en) | 2015-12-25 | 2015-12-25 | Modular building foundation structure teaching mode |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201521100808.3U CN205177278U (en) | 2015-12-25 | 2015-12-25 | Modular building foundation structure teaching mode |
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| CN205177278U true CN205177278U (en) | 2016-04-20 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN106057009A (en) * | 2016-07-06 | 2016-10-26 | 江苏建筑职业技术学院 | Underground engineering hazard source identification experience area and construction method thereof |
| CN108051304A (en) * | 2017-12-27 | 2018-05-18 | 河北保定城乡建设集团有限责任公司 | Experimental device and experimental method for multifunctional three-dimensional visual structure interface |
-
2015
- 2015-12-25 CN CN201521100808.3U patent/CN205177278U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN106057009A (en) * | 2016-07-06 | 2016-10-26 | 江苏建筑职业技术学院 | Underground engineering hazard source identification experience area and construction method thereof |
| CN108051304A (en) * | 2017-12-27 | 2018-05-18 | 河北保定城乡建设集团有限责任公司 | Experimental device and experimental method for multifunctional three-dimensional visual structure interface |
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