CN205153607U - Prefabricated assembled culture corridor device - Google Patents
Prefabricated assembled culture corridor device Download PDFInfo
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- CN205153607U CN205153607U CN201520938722.1U CN201520938722U CN205153607U CN 205153607 U CN205153607 U CN 205153607U CN 201520938722 U CN201520938722 U CN 201520938722U CN 205153607 U CN205153607 U CN 205153607U
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Abstract
The utility model discloses a prefabricated assembled culture corridor device, the plain concrete bed course of C15 is pour on the supporting course ground, on pour the C30 concrete foundation layer and pour on the plain concrete bed course of C15, every cylinder inserts in the C30 concrete foundation layer, through the first vertical corridor frame of installing of roof beam that vertically links on the cylinder, the cylinder top is equipped with horizontal sloping, horizontal sloping is fixed through setting up in the capital round steel board at cylinder top, the top of horizontal sloping is equipped with the gillis, back department on the gillis is equipped with first metal flashing, eaves department on the gillis is equipped with the second metal flashing. The utility model discloses can solve that cultural corridor is with high costs, construction cycle is long, structure stability problem not. The utility model discloses device light in weight, with low costs, adopt the green timber structure of environmental protection, for the green sustainable development's of environmental protection building, adopt the fabricated construction, construction cycle is short, fast. To sum up, the utility model discloses the simple structure, convenient to use, safe and reliable has good practical application and worth.
Description
Technical field
The utility model relates to structure technology, is specifically related to a kind of prefabricated assembled cultural corridor device.
Background technology
Culture corridor is a kind of facility, and corridor relevant position arranges the contents of the exhibition of a certain culture special topic; Be a kind of medium carrier, carry out culture special topic and make and propagate.Traditional culture corridor adopts cast-in-situ concrete, and concrete strength just can carry out next procedure, long construction period after must reaching prescribed strength, and superstructure and basis are all heavier, and material therefor is many, cost is high, the problem of traditional culture corridor structure non-green environmental protection.
Utility model content
Goal of the invention: the purpose of this utility model is to solve the deficiencies in the prior art, provides a kind of prefabricated assembled cultural corridor device.
Technical scheme: one of the present utility model prefabricated assembled cultural corridor device, comprise C15 element concrete bed course, C30 concrete basal layer, some cylinders, corridor frame and horizontal cant beam, described C15 element concrete bed course is built on soil supporting layer, building C30 concrete basal layer builds on C15 element concrete bed course, each cylinder is inserted in C30 concrete basal layer, by being vertically provided with corridor frame by first longitudinal coupling beam on cylinder, cylindrical tip is equipped with horizontal cant beam, horizontal cant beam is fixed on the top of cylinder by capital round plate, , the top of horizontal cant beam is provided with gillis, back place on described gillis is provided with the first metal flashing, eaves place on gillis is provided with the second metal flashing.Wherein, described corridor frame can adopt finished product to combine corridor frame.
Further, cylindrical periphery in described C30 concrete basal layer is enclosed with the pre-anchor steel plate in post side and is bolted on (for anchored column basis), cylindrical base is embedded with pre-anchor steel plate at the bottom of post, is fixed with pre-anchor reinforcing bar at the bottom of the post inserted below pre-anchor steel plate at the bottom of post downwards.
For protection cylinder post root, the pillar above described C30 concrete basal layer has built styletable square column, has built aerated concrete block masonry by laying bricks or stones between styletable square column, and the height of styletable square column is 0.7 ~ 0.9m (such as 0.8m).
Further, described first longitudinal coupling beam is arranged at corridor frame, and first longitudinal coupling beam is provided with tongue-and-groove, is inserted with draw pin and draw pin inserts in cylinder in tongue-and-groove; The surrounding of described cylindrical upper portion wrap column cap side steel pipe (for the protection of cylinder column cap and be convenient to welding top plectane); and column cap side steel pipe is connected with capital round plate bottom welding; capital round plate top is provided with the horizontal cant beam junction steel plate being welded in horizontal cant beam both sides; horizontal cant beam junction steel plate is welded with post longitudinal beam junction steel plate, this post longitudinal beam junction steel plate is fixed with second longitudinal coupling beam.
Further, the both sides of the cantilever end of described horizontal cant beam are all provided with the first steel plate, first steel plate is connected with longitudinal beam junction steel plate, and longitudinal beam junction steel plate surface is connected with the 3rd longitudinal coupling beam, some horizontal secondary beams (such as two are equidistantly installed between second longitudinal coupling beam and the 3rd longitudinal coupling beam, support force for uniform top support plate), horizontal secondary beam is connected to gillis simultaneously.
Further, the diameter of described cylinder is 0.2m, and its length inserted in C30 concrete basal layer is 0.5m; The height of described C30 concrete basal layer is 0.8m; The angle of described horizontal cant beam and horizontal direction is 15 ° (can form supporting construction top board to play a supporting role); The thickness of described gillis is 15 millimeters.
Further, at the bottom of described column cap side steel pipe, capital round plate, post, at the bottom of pre-embedded steel slab, post side pre-embedded steel slab and post, embedded bar all adopts Q235-B, and welding rod adopts E43 type, and weld seam is high is not less than 6mm.
Further, described cylinder, horizontal cant beam, first longitudinal coupling beam, corridor frame and gillis all adopt Korean pine timber to make, and carry out anticorrosion, insect protected and fire prevention process, and the Korean pine the selected wood bending strength of wood is 13N/mm
2, compressive strength is 10N/mm
2, and moisture content is not more than 12%.
Further, described draw pin, second longitudinal coupling beam and the 3rd longitudinal coupling beam all adopt Korean pine timber to make, and carry out anticorrosion, insect protected and fire prevention process, and the Korean pine the selected wood bending strength of wood is 13N/mm
2, compressive strength is 10N/mm
2, and moisture content is not more than 12%.
For meeting building block and the mortar strength requirement of masonry structure, described aerated concrete block masonry is adopted MU7.5 building block to be built by laying bricks or stones by Mb5 dedicated mortar and forms.
Beneficial effect: the utility model can solve that cultural corridor cost is high, long construction period, structural instability problem.The utility model installation weight is light, cost is low; Adopting environment-friendly and green wooden construction, is environment-friendly and green Sustainable development architecture; Adopt fabricated construction, short construction period, speed are fast.In sum, the utility model simple structure, easy to use, safe and reliable, there is good actual application value.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below technical solutions of the utility model are described in detail, but protection domain of the present utility model is not limited to described embodiment.
As shown in Figure 1, one of the present utility model prefabricated assembled cultural corridor device, comprise C15 element concrete bed course 2, C30 concrete basal layer 3, some cylinders 10, corridor frame 11 and horizontal cant beam 21, described C15 element concrete bed course 2 is built on soil supporting layer 1, building C30 concrete basal layer 3 builds on C15 element concrete bed course 2, each cylinder 10 is inserted in C30 concrete basal layer 3, by being vertically provided with corridor frame 11 by first longitudinal coupling beam 12 on cylinder 10, cylinder 10 top is equipped with horizontal cant beam 21, horizontal cant beam 21 is fixed on cylinder 10 top by capital round plate 16, the top of horizontal cant beam 21 is provided with gillis 22, back place on described gillis 22 is provided with the first metal flashing 27, eaves place on gillis 22 is provided with the second metal flashing 28.
Wherein, soil supporting layer 1 is built C15 element concrete bed course, can be used for the levelling and uniform foundation load in basis; C15 element concrete bed course builds C30 concrete basal layer, can be used for bearing whole structure load.
Embodiment 1:
Compacting foundation bearing stratum 1 is built the C15 element concrete bed course 2 of long 1 meter of 0.1 meter of webbing; C15 element concrete bed course 2 builds the C30 concrete basis 3 that 0.8 meter of high length of side is 0.8 meter; In C30 concrete basis 3 the pre-buried 8 millimeters thick length of side 0.25 meter post at the bottom of pre-embedded steel slab 4, thick 6 millimeters long be 0.5 meter wide be embedded bar 6 at the bottom of the post of post side pre-embedded steel slab 5,0.63 meter of U-shaped horizontal segment length 0.15 rice diameter 12 millimeters of 0.15 meter; Diameter 0.2 meter of cylinder 10 to insert in C30 concrete basis 3 0.5 meter, with 2 Φ 16 bolt 7 in-site installation, and the hole center arrangement of bolt 7 and apart from ground, the equal 0.1m of pitch of holes; On ground, in 0.8 meter of high scope, pillar is built C30 pea gravel concreten and is formed the length of side 0.4 meter of styletable square column 8; Intercolumniation builds aerated concrete block masonry 9 by laying bricks or stones; On finished product combination corridor frame 11, intercolumniation establishes the longitudinal coupling beam 12 of rectangle first, wide and the height of finished product combination corridor frame 11 is respectively 3.3 meters and 1.5 meters, and wide to be 0.15 meter high be first longitudinal coupling beam 12 of 0.2 meter sets wide 0.11 height adopts each diameter 10 millimeters of draw pins 13 transversely to reinforce the connection with diameter 0.2 meter of cylinder 10 as the tenon knot of 0.1 meter; The diameter 0.2 meter of cylinder 10 high diameter of 8 millimeters thick 0.2 meter 0.203 meter of column cap side steel pipe 14 wraps up; Diameter 0.2 meter of cylinder 10 is connected with double each 8 No. 80 wire nails 15 of column cap side steel pipe 14, wire nail back gauge and vertical spacing 0.5 meter; The capital round plate 16 of diameter 0.19 meter established by diameter 0.2 meter of cylinder 10, and capital round plate 16 adopts weld all around to weld with column cap side steel pipe 14; Horizontal cant beam 21 is established on diameter 0.2 meter of cylinder 10 top, and cant beam is wide 0.2 meter, and cant beam is line length 1.77 meters centrally, and part of encorbelmenting side extent of horizontal projection 1.2 meters, opposite side extent of horizontal projection are 0.31 meter; Horizontal cant beam 21 becomes 15 degree of angles with horizontal plane; In the horizontal cant beam junction steel plate 19 of horizontal cant beam 21 both sides welding thick 0.19 meter high of 6mm on capital round plate 16, horizontal cant beam 21 and horizontal cant beam junction steel plate 19 adopt the connecting bolt 20 of 4 diameters 12 millimeters to be connected; Horizontal cant beam junction steel plate 19 welds the post longitudinal beam junction steel plate 18 of wide 0.22m high 0.18 meter thick 8 millimeters, second longitudinal coupling beam 17 of long 3.3 meters wide 0.08 meter high 0.18 meter is connected with the bolt of post longitudinal beam junction steel plate 18 by 4 diameters 12 millimeters, bolt two row two arranges, line space column pitch 0.09 meter, back gauge 0.04 meter; Horizontal cant beam 21 is connected by the second connecting bolt 26 of 4 diameters 12 millimeters with first steel plate 23 of thick 0.19 meter high of 6mm, first steel plate 23 welds with the longitudinal beam junction steel plate 25 of wide 0.22m high 0.18 meter thick 8 millimeters, and the 3rd longitudinal coupling beam 24 of long 3.3 meters wide 0.08 meter high 0.18 meter is connected with the bolt of longitudinal beam junction steel plate 25 by 4 diameters 12 millimeters; The secondary beam of horizontal 0.06 meter wide 0.08 meter high of equidistant twice is established between the longitudinal coupling beam of cantilever end the 3rd 24 of each intercolumniation and the longitudinal coupling beam 17 of the second capital; Horizontal cant beam 21 pushes up the 0.15 meter wide set wide gillis of 15 millimeters thick 22 and is connected with following closely with horizontal cant beam 21, horizontal secondary beam; The ridge place of 15 millimeters thick gillis 22 tap bolt is connected with first metal flashing 27 of 0.5 millimeter, eaves place tap bolt is connected with second metal flashing 28 of 0.5 millimeter; C30 concrete basis 3 bottom surfaces to ground level is 0.8 meter; Underground 0.5 meter imbedded by diameter 0.2 meter of cylinder 10; Diameter 0.2 meter of cylinder 10 is along post center line total length 3.7 meters; At the bottom of column cap side steel pipe 14, capital round plate 16, connecting bolt 20, second connecting bolt 26, post, at the bottom of pre-embedded steel slab 4, post side pre-embedded steel slab 5, post, embedded bar 6,2 Φ 16 erection bolt 7 all adopts Q235-B, welding rod adopts E43 type, weld seam is high is not less than 6mm, and weld seam is elongated; Diameter 0.2 meter of cylinder 10, the longitudinal coupling beam 17 of horizontal cant beam 21, first longitudinal coupling beam 12, second, the 3rd longitudinal coupling beam 24, finished product combination corridor frame 11, diameter 10 millimeters of dowel 13,15 millimeters thick gillis 22 all adopt Korean pine timber, and carry out anticorrosion, insect protected, fire prevention process.Bending strength of wood design load is 13N/mm
2, compressive strength design load is 10N/mm
2; First-class bole all used by all timber, and moisture content is not more than 12%; Air-entrained concrete building block 9 masonry adopts MU7.5 building block and Mb5 dedicated mortar to build by laying bricks or stones.
Suffered by prefabricated assembled cultural corridor, blast standard value is 0.45kN/m
2; Characteristic value of snowload is 0.45kN/m
2; Reinforcing bar model HPB235 reinforcing bar; Residing for culture corridor, characteristic value of foundation bearing capacity is 70kN/m
2.
Can be found out by the installation of above-described embodiment 1 and selection, the utility model structure is simple, install convenient.
Claims (10)
1. a prefabricated assembled cultural corridor device, it is characterized in that: comprise C15 element concrete bed course, C30 concrete basal layer, some cylinders, corridor frame and horizontal cant beam, described C15 element concrete bed course is built on soil supporting layer, building C30 concrete basal layer builds on C15 element concrete bed course, each cylinder is inserted in C30 concrete basal layer, by being vertically provided with corridor frame by first longitudinal coupling beam on cylinder, cylindrical tip is equipped with horizontal cant beam, horizontal cant beam is fixed on column top by capital round plate, the top of horizontal cant beam is provided with gillis, back place on described gillis is provided with the first metal flashing, eaves place on gillis is provided with the second metal flashing.
2. prefabricated assembled cultural corridor according to claim 1 device, it is characterized in that: the cylindrical periphery in described C30 concrete basal layer is enclosed with the pre-anchor steel plate in post side and is bolted, cylindrical base is embedded with pre-anchor steel plate at the bottom of post, is fixed with pre-anchor reinforcing bar at the bottom of the post inserted below pre-anchor steel plate at the bottom of post downwards.
3. prefabricated assembled cultural corridor according to claim 1 device, it is characterized in that: the pillar above described C30 concrete basal layer has built styletable square column, built aerated concrete block masonry by laying bricks or stones between styletable square column, the height of styletable square column is 0.7 ~ 0.9m.
4. prefabricated assembled cultural corridor according to claim 1 device, is characterized in that: described first longitudinal coupling beam is arranged at corridor frame, and first longitudinal coupling beam is provided with tongue-and-groove, is inserted with draw pin and draw pin inserts in cylinder in tongue-and-groove; The surrounding of described cylindrical upper portion has wrapped column cap side steel pipe, and column cap side steel pipe is connected with capital round plate bottom welding, capital round plate top is provided with the horizontal cant beam junction steel plate being welded in horizontal cant beam both sides, horizontal cant beam junction steel plate is welded with post longitudinal beam junction steel plate, this post longitudinal beam junction steel plate is fixed with second longitudinal coupling beam.
5. prefabricated assembled cultural corridor according to claim 4 device, it is characterized in that: the both sides of the cantilever end of described horizontal cant beam are all provided with the first steel plate, first steel plate is connected with longitudinal beam junction steel plate, and longitudinal beam junction steel plate surface is connected with the 3rd longitudinal coupling beam, equidistantly be provided with some horizontal secondary beams between second longitudinal coupling beam and the 3rd longitudinal coupling beam, horizontal secondary beam is connected to gillis simultaneously.
6. prefabricated assembled cultural corridor according to claim 1 device, is characterized in that: the diameter of described cylinder is 0.2m, and its length inserted in C30 concrete basal layer is 0.5m; The height of described C30 concrete basal layer is 0.8m; The angle of described horizontal cant beam and horizontal direction is 15 °; The thickness of described gillis is 15 millimeters.
7. prefabricated assembled cultural corridor according to claim 2 device, it is characterized in that: at the bottom of described column cap side steel pipe, capital round plate, post, at the bottom of pre-embedded steel slab, post side pre-embedded steel slab and post, embedded bar all adopts Q235-B, welding rod adopts E43 type, and weld seam is high is not less than 6mm.
8. prefabricated assembled cultural corridor according to claim 1 device, it is characterized in that, described cylinder, horizontal cant beam, first longitudinal coupling beam, corridor frame and gillis all adopt Korean pine timber to make, and carry out anticorrosion, insect protected and fire prevention process, the Korean pine the selected wood bending strength of wood is 13N/mm
2, compressive strength is 10N/mm
2, and moisture content is not more than 12%.
9. according to prefabricated assembled cultural corridor according to claim 5 device, it is characterized in that, described draw pin, second longitudinal coupling beam and the 3rd longitudinal coupling beam all adopt Korean pine timber to make, and carry out anticorrosion, insect protected and fire prevention process, and the Korean pine the selected wood bending strength of wood is 13N/mm
2, compressive strength is 10N/mm
2, and moisture content is not more than 12%.
10. prefabricated assembled cultural corridor according to claim 3 device, is characterized in that, described aerated concrete block masonry is adopted MU7.5 building block to be built by laying bricks or stones by Mb5 dedicated mortar and forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520938722.1U CN205153607U (en) | 2015-11-20 | 2015-11-20 | Prefabricated assembled culture corridor device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520938722.1U CN205153607U (en) | 2015-11-20 | 2015-11-20 | Prefabricated assembled culture corridor device |
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| Publication Number | Publication Date |
|---|---|
| CN205153607U true CN205153607U (en) | 2016-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520938722.1U Expired - Fee Related CN205153607U (en) | 2015-11-20 | 2015-11-20 | Prefabricated assembled culture corridor device |
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| CN (1) | CN205153607U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| CN111561162A (en) * | 2020-06-04 | 2020-08-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Frame system installation process based on fabricated building |
-
2015
- 2015-11-20 CN CN201520938722.1U patent/CN205153607U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| CN111561162A (en) * | 2020-06-04 | 2020-08-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Frame system installation process based on fabricated building |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 Termination date: 20171120 |