CN207160221U - A kind of light section steel structure assembled-type house frame structure - Google Patents
A kind of light section steel structure assembled-type house frame structure Download PDFInfo
- Publication number
- CN207160221U CN207160221U CN201720390523.0U CN201720390523U CN207160221U CN 207160221 U CN207160221 U CN 207160221U CN 201720390523 U CN201720390523 U CN 201720390523U CN 207160221 U CN207160221 U CN 207160221U
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- Prior art keywords
- girder truss
- support column
- connection sheet
- type house
- house frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 24
- 239000010959 steel Substances 0.000 title claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 230000011218 segmentation Effects 0.000 claims abstract description 6
- 238000005266 casting Methods 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 238000005192 partition Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
It the utility model is related to a kind of light section steel structure assembled-type house frame structure, it is characterised in that:Including ground, support column, girder truss, girder truss connection sheet and cross sleeve connector;Support column has in several and mounting foundation parallel to each other;Girder truss is attached by way of cross sleeve connector is using segmentation connection with support column;Connected between girder truss by girder truss connection sheet;The mode that the utility model connects by using segmentation, and cross sleeve connector is used, it is easy to assembled-type house frame structure quickly to be adjusted after the completion of assembling, improves regulating the speed for assembling frame;The concrete block of ground uses support column anticracking steel bushing in the utility model, improves the service life of ground.
Description
Technical field
It the utility model is related to building engineering field, more particularly to a kind of light section steel structure assembled-type house frame structure.
Background technology
Existing building, usually steel and concrete structure, using reinforcing bar as skeleton, outside casting concrete parcel, forms house
Wall, roof and flooring, the building structure working procedure of this type is complicated, and difficulty is big, simultaneously because steel and concrete structure itself weight
Amount is big, high to foundation requirement, therefore construction quantities is big, and cost is high, and long in time limit, antidetonation and globality are bad, are not particularly suited for
Short layer building, rural area self-built housing or villa house.
And for short layer building, rural area self-built housing, villa, garden architecture or portable formula house, existing solution
Typically built using brick mix structure, reinforced concrete structure or formed steel construction, such house, work higher to foundation requirement
Journey amount is big, construction period length, is influenceed by ambient weather, utilization rate is low, and shock resistance is poor.
A kind of prefabricated assembled Light-weight Steel Structures as described in the .2 of Chinese patent 201620429876, its feature exist
In:Including ground, the prefabricated room body of the prefabricated room body of bottom and upper strata, plinth basis, the plinth basis are provided with the ground
More than one is provided with, the avris of the ground is provided with exterior wall frame partition board, the exterior wall frame partition board and plinth basis phase
It is fixed, interior wall framework partition board is provided with the middle part of the ground, is set above exterior wall frame partition board and interior wall the framework partition board
Floor fixed frame is equipped with, the floor fixed frame is mutually fixed with exterior wall frame partition board and interior wall framework partition board, the bottom
Prefabricated room body is mutually fixed with ground, and the both sides of the prefabricated room body of bottom are provided with window frame, the upper strata prefabricated building position
Backing plate, the top of the prefabricated room body in upper strata are provided with below the top of the prefabricated room body of bottom, the prefabricated room body in upper strata
Top plate is provided with, the bottom of the top plate is provided with roof bracket.
The precast construction in above-mentioned patent house is unfavorable for correction process after collocation.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of light section steel structure assembled-type house frame structure;Can
Solve the problems, such as that in general assembled light house frame structure is inconvenient to correct.
In order to solve the above technical problems, the technical solution of the utility model is:A kind of light section steel structure assembled-type house frame
Frame structure, its innovative point are:Including ground, support column, girder truss, girder truss connection sheet and cross sleeve connector;Support
Post has in several and mounting foundation parallel to each other;Girder truss cross sleeve connector using segmentation connection by way of with
Support column is attached;Connected between girder truss by girder truss connection sheet;
The ground is collectively constituted by some concrete blocks poured;
The support column is i-beam structure, and the cross sleeve connector includes one along the nested side in support column longitudinal direction
Shape sleeve, point surrounding of the square sleeve are not vertically installed with some girder truss linkage sections, and the end of girder truss linkage section is set
It is equipped with otic placode;
The girder truss be i-beam structure there are several, and the both ends of same girder truss and respectively with each support column
The otic placode of the girder truss linkage section of installation is connected by welding or bolted mode;
It is orthogonal using connection sheet mode connection, connected girder truss between the girder truss;The girder truss connection
One end of piece is welded on a side of girder truss or whole section of girder truss connection sheet is located at the both sides of girder truss through girder truss respectively,
One end of the girder truss that need to be connected is connected with girder truss connection sheet by bolt group.
Further, it is connected between the cross sleeve connector and support column using bolt.
Further, be connected with a load-bearing casting between the support column and concrete block, the load-bearing casting with
The bottom of support column is together connected among concrete block, and the surrounding of concrete block is filled with middle sand or coarse sand.
Further, the outer wall of the concrete block is enclosed with anticracking steel bushing, and the upper surface of concrete block and support column
Between be connected with concrete block shrouding.
Further, the two sides of the surrounding of the cross sleeve connector, three sides or four sides are vertically connected with truss
Beam linkage section.
The utility model has the advantage of:
1)The mode that the utility model connects by using segmentation, and cross sleeve connector is used, it is easy to assembled
House frame structure can be adjusted quickly after the completion of assembling, improve regulating the speed for assembling frame.
2)The concrete block of ground uses support column anticracking steel bushing in the utility model, improves the service life of ground.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is a kind of light section steel structure assembled-type house frame perspective view of the present utility model.
Fig. 2 is A partial enlarged drawings in a kind of light section steel structure assembled-type house frame perspective view 1 of the present utility model.
Fig. 3 is B partial enlarged drawings in a kind of light section steel structure assembled-type house frame perspective view 1 of the present utility model.
Embodiment
The following examples can make professional and technical personnel that the utility model be more fully understood, but therefore will not
The utility model is limited among described scope of embodiments.
A kind of light section steel structure assembled-type house frame structure as shown in Figure 1 to Figure 3, including ground 1, support column 2, purlin
Set a roof beam in place 3, girder truss connection sheet 4 and cross sleeve connector 5;Support column 2 has in several and mounting foundation parallel to each other 1;
Girder truss 3 is attached by way of cross sleeve connector 5 is using segmentation connection with support column 2;Pass through between girder truss 3
Girder truss connection sheet 4 connects.
Ground 1 is some concrete blocks poured;The support column 2 is i-beam structure, the cross sleeve connector 5
Including one along the nested square sleeve 51 in the longitudinal direction of support column 2, point surrounding of the square sleeve 51 is not vertically installed with some
Girder truss linkage section 52, the end set of girder truss linkage section 52 have otic placode.
Girder truss 3 be i-beam structure there are several, and the both ends of same girder truss 3 and respectively with each support column 2
The otic placode of the girder truss linkage section 52 of installation is connected by welding or bolted mode.
It is orthogonal using connection sheet mode connection, connected girder truss 3 between girder truss 3;The girder truss connection sheet 4
One end be welded on a side of girder truss 3 or whole section of girder truss connection sheet 3 is located at the two of girder truss 3 through girder truss 3 respectively
Side, one end of the girder truss 3 that need to be connected are connected with girder truss connection sheet 4 by bolt group.
It is connected between cross sleeve connector 5 and support column 2 using bolt.
A load-bearing casting is connected between support column 2 and concrete block, the bottom of the load-bearing casting and support column 2
Together it is connected among concrete block, and the surrounding of concrete block is filled with middle sand or coarse sand.
The outer wall of concrete block is enclosed with anticracking steel bushing, and is connected with coagulation between the upper surface of concrete block and support column
Soil block shrouding.
The two sides of the surrounding of cross sleeve connector 4, three sides or four sides are vertically connected with girder truss linkage section 52.
It should be understood by those skilled in the art that the utility model is not restricted to the described embodiments, above-described embodiment and
Simply illustrate principle of the present utility model described in specification, on the premise of the spirit and scope of the utility model is not departed from,
The utility model also has various changes and modifications, and these changes and improvements both fall within claimed the scope of the utility model
It is interior.The utility model requires protection scope is by appended claims and its equivalent thereof.
Claims (5)
- A kind of 1. light section steel structure assembled-type house frame structure, it is characterised in that:Including ground, support column, girder truss, truss Beam connection sheet and cross sleeve connector;Support column has in several and mounting foundation parallel to each other;Girder truss passes through cross Sleeve connector is attached by the way of segmentation connection with support column;Connected between girder truss by girder truss connection sheet;The ground is collectively constituted by some concrete blocks poured;The support column is i-beam structure, and the cross sleeve connector includes one along the nested square sleeve in support column longitudinal direction Cylinder, point surrounding of the square sleeve are not vertically installed with some girder truss linkage sections, and the end set of girder truss linkage section has Otic placode;The girder truss be i-beam structure there are several, and the both ends of same girder truss with respectively with being installed on each support column Girder truss linkage section otic placode by welding or bolted mode be connected;It is orthogonal using connection sheet mode connection, connected girder truss between the girder truss;The girder truss connection sheet One end is welded on a side of girder truss or whole section of girder truss connection sheet is located at the both sides of girder truss, the company of need through girder truss respectively One end of the girder truss connect is connected with girder truss connection sheet by bolt group.
- A kind of 2. light section steel structure assembled-type house frame structure according to claim 1, it is characterised in that:The cross It is connected between sleeve connector and support column using bolt.
- A kind of 3. light section steel structure assembled-type house frame structure according to claim 1, it is characterised in that:The support A load-bearing casting is connected between post and concrete block, the bottom of the load-bearing casting and support column is together connected to coagulation Among soil block, and the surrounding of concrete block is filled with middle sand or coarse sand.
- A kind of 4. light section steel structure assembled-type house frame structure according to claim 1, it is characterised in that:The coagulation The outer wall of soil block is enclosed with anticracking steel bushing, and concrete block shrouding is connected between the upper surface of concrete block and support column.
- A kind of 5. light section steel structure assembled-type house frame structure according to claim 1, it is characterised in that:The cross The two sides of the surrounding of sleeve connector, three sides or four sides are vertically connected with girder truss linkage section.
Priority Applications (1)
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CN201720390523.0U CN207160221U (en) | 2017-04-14 | 2017-04-14 | A kind of light section steel structure assembled-type house frame structure |
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CN201720390523.0U CN207160221U (en) | 2017-04-14 | 2017-04-14 | A kind of light section steel structure assembled-type house frame structure |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108286293A (en) * | 2018-04-24 | 2018-07-17 | 江苏建筑职业技术学院 | A kind of modularization steel house and its construction method |
CN108867856A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院有限公司 | A kind of vertical supporting member of T font and connection structure for assembling type steel structure |
CN109944329A (en) * | 2019-04-22 | 2019-06-28 | 马诗涵 | A kind of built-in steel Standard house |
CN110306654A (en) * | 2019-07-08 | 2019-10-08 | 江苏世展集团有限公司 | Recreation ground moulding truss structure |
CN111005497A (en) * | 2019-11-27 | 2020-04-14 | 西藏藏建科技股份有限公司 | A kind of prefabricated house ground reinforcing rib plate structure |
-
2017
- 2017-04-14 CN CN201720390523.0U patent/CN207160221U/en active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108286293A (en) * | 2018-04-24 | 2018-07-17 | 江苏建筑职业技术学院 | A kind of modularization steel house and its construction method |
CN108867856A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院有限公司 | A kind of vertical supporting member of T font and connection structure for assembling type steel structure |
CN109944329A (en) * | 2019-04-22 | 2019-06-28 | 马诗涵 | A kind of built-in steel Standard house |
CN110306654A (en) * | 2019-07-08 | 2019-10-08 | 江苏世展集团有限公司 | Recreation ground moulding truss structure |
CN110306654B (en) * | 2019-07-08 | 2024-04-09 | 江苏世展集团有限公司 | Modeling truss structure of recreation ground |
CN111005497A (en) * | 2019-11-27 | 2020-04-14 | 西藏藏建科技股份有限公司 | A kind of prefabricated house ground reinforcing rib plate structure |
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