CN207160222U - A kind of house frame of light section steel structure and double-deck Side fascia assembly system - Google Patents
A kind of house frame of light section steel structure and double-deck Side fascia assembly system Download PDFInfo
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- CN207160222U CN207160222U CN201720392374.1U CN201720392374U CN207160222U CN 207160222 U CN207160222 U CN 207160222U CN 201720392374 U CN201720392374 U CN 201720392374U CN 207160222 U CN207160222 U CN 207160222U
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- side fascia
- deck side
- support post
- house frame
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Abstract
It the utility model is related to a kind of house frame of light section steel structure and double-deck Side fascia assembly system, including house frame and double-deck Side fascia；House frame includes ground, support post, girder truss and cross sleeve connector；If support post includes corner support post, several outer support columns and weapons inner support column, each support post is i-beam structure, and each support post is parallel to each other on ground；Double-deck Side fascia is arranged between two adjacent outer support columns or is arranged between adjacent angular, outer support column, and double-deck Side fascia includes the external wall panel structure of two layers of stagger setting, is connected between two layers of external wall panel structure by through-wall bolt.The utility model has the advantage of：The house frame structure that the utility model assembly system uses can solve the problem that the problem of in general assembled light house frame structure is inconvenient to correct；Meanwhile the double-deck Side fascia of use can solve the problem that the problem of Side fascia joining place rapid heat dissipation of individual layer.
Description
Technical field
The utility model belongs to house building technology field, more particularly to a kind of light section steel structure
House frame and double-deck Side fascia assembly system.
Background technology
As economic construction and social development, LIGHT WEIGHT STEEL STRUCTURES are more and more.As country builds to energy-conservation and low-carbon
That builds is advocated, and light section steel structure house is greatly developed as the dwelling house system of environment protecting and power-saving.Light section steel structure is lived
Residence has the advantages that short time limit, from heavy and light, anti-seismic performance, sound insulation value, good heat insulating.As in low layer assembled light steel
Occupy the concrete panel of very big proportion in structure house, the influence to whole system can not be ignored.New low layer dress
Require that wallboard has very light deadweight and more excellent antidetonation, heat-insulating property, and energy and total with formula steel house
System effectively connects, while requires to shorten the construction period of floor, reduces cost.
Light-weight Steel Structures building system was born in for 20 beginnings of the century, was used widely after World War II.Due to light section
Standard formula house has series of advantages, and current this system has turned into the developed countries such as the U.S., Japan, Australia and lived
The important form of residence building, and it is very complete in the design, manufacture and installation of light section steel structure assembled-type house system
It is kind, its special designs software can complete design, drawing, quantities statistics and construction costs in a short time, on structure manufacture
Also achieve standardization and the factorial praluction of height.
At present, steel yield in China's has occupied first place in the world, and country is also progressively adjusting policy encouragement development steel construction,
The condition that China greatly develops steel construction is ripe, is just stepping into the gold period of steel construction development.It is flourishing with reform and opening-up
The light section steel structure enterprise of country and corresponding product and technology constantly pour in the gateway of a country, and then light section steel structure house is also able to
Develop rapidly.Present light section steel structure assembled-type house is mainly made up of light steel frame structure, wall body structure and roof structure.
Through retrieval, the U of patent CN 205617554 disclose a kind of prefabricated assembled Light-weight Steel Structures, such as Fig. 1 institutes
Show, including plinth basis 4a, institute are provided with the prefabricated room body 2a of ground 1a, bottom and the prefabricated room body 3a in upper strata, the ground 1a
State plinth basis 4a and be provided with more than one, the avris of the ground 1a is provided with exterior wall frame partition board 5a, the exterior wall frame
Partition board 5a fixes with plinth basis 4a phases, is provided with interior wall framework partition board 6a in the middle part of the ground 1a, the exterior wall frame every
Floor fixed frame 7a, the floor fixed frame 7a and exterior wall frame are provided with above fan 5a and interior wall framework partition board 6a
Partition board 5a fixes with interior wall framework partition board 6a phases, and the prefabricated room body 2a of bottom fixes with ground 1a phases, the bottom prefabricated building
Body 2a both sides are provided with window frame 8a, and the prefabricated room body 3a in upper strata is located at the prefabricated room body 2a of bottom top, it is described on
It is provided with below the prefabricated room body 3a of layer above backing plate 9a, the prefabricated room body 3a in upper strata and is provided with top plate 10a, the top plate
10a bottom is provided with roof bracket 11a；But, there is the shortcomings that certain in the prefabricated assembled Light-weight Steel Structures of the structure：
The precast construction in the patent house is unfavorable for correction process after collocation.
Through retrieval, it was found that the U of patent CN 203977626 disclose a kind of load-bearing of light section steel structure assembled-type house
Wall, as shown in Fig. 2 including wall column 2b, described wall column 2b upper end is provided with back timber 3b, and described wall column 2b lower end is set
Bottom girder 1b is equipped with, described bottom girder 1b is fixed together by crab-bolt and concrete foundation, and described wall column 2b outside is set
Outer support part, described wall column 2b inner face set inner support member, have outer turning 5b in the end set of load bearing wall, in load bearing wall
Middle part be provided with interior turning 6b, be provided with lintel 4b at the door and window overthe openings of load bearing wall；Above-mentioned patent is as light section
The solid-walled structure that Standard formula stays in, the effect of load-bearing is functioned only as, for the heat-insulating property needed for the exterior wall of load-bearing
But can not embody, and the external wall structure for individual layer used.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of house frame of light section steel structure and double-deck Side fascia
Assembly system, the house frame structure used in the assembly system can solve the problem that in general assembled light house frame structure not
The problem of convenient correction；Meanwhile the double-deck Side fascia of use can solve the problem that the problem of Side fascia joining place rapid heat dissipation of individual layer.
In order to solve the above technical problems, the technical solution of the utility model is：A kind of house frame of light section steel structure with
Double-deck Side fascia assembly system, including house frame and double-deck Side fascia；Its innovative point is：
The house frame includes ground, support post, girder truss and cross sleeve connector；
The ground is collectively constituted by some concrete blocks poured；
If the support post includes corner support post, several outer support columns and weapons inner support column, described
Each support post is i-beam structure, and each support post is parallel to each other on ground；
The girder truss is i-beam structure, there is several, and the side of segmentation connection is used by cross sleeve connector
Formula is attached with each support post, and the cross sleeve connector includes one along the nested square sleeve in support post longitudinal direction
Cylinder, the surrounding of the square sleeve, which is respectively perpendicular, is provided with some girder truss linkage sections, and the end set of girder truss linkage section has
Otic placode, and the both ends of same girder truss pass through welding or bolted side with the otic placode on corresponding girder truss linkage section respectively
Formula is connected；
The double-deck Side fascia is set in parallel between two adjacent outer support columns or is arranged on adjacent angular, outer support column
Between, and double-deck Side fascia includes the external wall panel structure of two layers of stagger setting, passes through through-wall bolt between two layers of external wall panel structure
It is connected；
The external wall panel structure includes concrete layer and the EPS heat-insulation layers being filled in inside concrete layer；
The concrete layer is in rectangular-shape, and two sides of concrete layer are respectively arranged with to be coordinated with the concrete layer both sides
One there is a cavity for holding the filling of EPS heat-insulation layers from centering guide groove, one from centering gib block, inside the concrete layer,
It is additionally provided with and some is connected along concrete layer bearing of trend and column distribution and with the cavity on the inwall of concrete layer simultaneously
Logical dovetail groove；The inside of the concrete layer is additionally provided with cracking resistance grid cloth at outer wall；
There are some coattail strips, and bearing of trend distribution of the coattail strip along concrete layer on the outer wall of the EPS heat-insulation layers,
And it is engaged with the dovetail groove in concrete layer.
Further, it is connected between the cross sleeve connector and support post using bolt.
Further, a load-bearing casting is connected between the support post and concrete block, the load-bearing casting
Among being together connected to concrete block with the bottom of support post, 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 are vertical
Concrete block shrouding is connected between post.
Further, described from centering guide groove is isosceles trapezoid slot structure, is isosceles trapezoid agllutination from centering gib block
Structure, and from centering gib block with from centering guide groove be interference fits.
Further, the cracking resistance grid cloth is cast in concrete layer.
Further, the depth of dovetail of the concrete layer inwall is 15mm-20mm.
The utility model has the advantage of：
（1）The house frame of the utility model light section steel structure and double-deck Side fascia assembly system, wherein, house frame leads to
Cross by the way of segmentation connection, and use cross sleeve connector, be easy to assembled-type house frame structure to be completed in assembling
After can quickly adjust, improve regulating the speed for assembling frame；Side fascia is double by the way that the external wall structure of individual layer is used
The external wall panel structure that is staggered of layer, avoid individual layer Side fascia and be easier to radiate in joining place, the problem of accelerated heat is lost in；
Meanwhile by adding EPS heat-insulation layers in concrete layer, certain insulation can be played while the intensity of Side fascia is ensured
Effect, it is ensured that the external wall structure has certain heat-insulating property；In addition, do not have inside double-deck Side fascia in this assembly system
Bar construction is set, is easy to remove；
（2）The house frame of the utility model light section steel structure and double-deck Side fascia assembly system, ground in house frame
Concrete block use support column anticracking steel bushing, improve the service life of ground；
（3）The house frame of the utility model light section steel structure and double-deck Side fascia assembly system, mix in double-deck Side fascia
The isosceles trapezoidal structure for being set to be capable of mutual interference fits from centering guide groove and from centering gib block of solidifying soil layer, isosceles trapezoid
The setting of structure can make adjacent two double-deck Side fascia connection more reliable；Meanwhile by being provided with anti-crack net in concrete layer
Ge Bu, the cracking resistance of concrete layer is ensure that, improve the service life of the external wall of house harden structure.
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 structural representation of prefabricated assembled Light-weight Steel Structures in the U of patent CN 205617554.
Fig. 2 is a kind of structural representation of the load bearing wall of light section steel structure assembled-type house in the U of patent CN 203977626
Figure.
Fig. 3 is structural representation of the house frame with double-deck Side fascia assembly system of embodiment novel light steel construction.
Fig. 4 is the mplifying structure schematic diagram of cross sleeve in Fig. 3.
Fig. 5 is the mplifying structure schematic diagram of concrete block in Fig. 3
Fig. 6 is the sectional side view of external wall panel structure in double-deck Side fascia in Fig. 3.
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.
Embodiment
The house frame of the present embodiment light section steel structure and double-deck Side fascia assembly system, as shown in figure 3, including house frame
Frame 1 and double-deck Side fascia 2.
House frame 1 includes the ground collectively constituted by some concrete blocks 11 poured, is provided with the present embodiment
Three groups of parallel and spaced set concrete block groups, and every group of concrete block group is by four equally distributed concrete block 11a
Form, the center between two adjacent groups concrete block group is additionally provided with concrete block 11b and concrete block 11c wherein, mixes
Solidifying soil block 11b and concrete block 11c is located in same horizontal line with the first, the 3rd concrete block in concrete block group respectively；Side
Concrete block 11d, and concrete block are additionally provided between the 3rd concrete block 11a and concrete block 11c in the concrete block group of side
11d is set close to concrete block 11c；In the 4th concrete block 11a and intermediate concrete block group in the concrete block group of side
Concrete block 11e is additionally provided between 4th concrete block 11a, and concrete block 11e and concrete block 11d is located at same horizontal line
On, and then collectively constituted by concrete block 11a, concrete block 11b, concrete block 11c, concrete block 11d and concrete block 11e
Light-weight Steel Structures ground.
House frame also includes support post, girder truss 13 and cross sleeve connector 15；Concrete in ground corner
It has been disposed in parallel relation to one another corner support post 12a on block 11a, has been all provided with the concrete block between adjacent two corners concrete block 11a
The outer support column 12b being parallel to each other is equipped with, the inner support column 12c being parallel to each other is provided with remaining concrete block, and
Corner support post 12a, outer support column 12b and inner support column 12c are i-beam structure；In addition, it is arranged at concrete
Inner support column 12c on block 11c and the interior branch on second and third concrete block 11a being arranged in intermediate concrete block group
It is highly consistent to support column 12c, and is above remaining support post（Remaining support post it is highly consistent）；It is higher than other at three
Small support post can be additionally set in the symmetric position of support post, and then make small support post and be arranged at concrete block 11c
On inner support column 12c and the inner support on second and third concrete block 11a for being arranged in intermediate concrete block group stand
Post 12c forms a small house steel frame.
Girder truss 13 is provided between corresponding support post in adjacent two concrete blocks group, and girder truss 13 passes through cross
Sleeve connector 15 is attached by the way of segmentation connection with each support post, and girder truss 13 is respectively arranged on support post
Middle part and middle part, and then form double-deck steel structure frame.
The concrete structure of cross sleeve connector 15, as shown in figure 4, including one along nested square in support post longitudinal direction
Sleeve 151, it is connected between square sleeve 151 and each support post using bolt；And the surrounding of square sleeve 151 is respectively perpendicular
It is provided with some girder truss linkage sections 152, the end set of girder truss linkage section 152 has an otic placode 153, and same girder truss 13
Both ends are connected with the otic placode 153 on corresponding girder truss linkage section 152 by welding or bolted mode respectively.
Because the span between certain adjacent girder truss 13 is very big, and then connected by girder truss connection sheet 14, and with phase
Two girder trusses 13 even are orthogonal, and whole section of girder truss connection sheet 14 is located at the two of girder truss 13 through girder truss 13 respectively
Side, the one end for the girder truss 13 that need to be connected are connected with girder truss connection sheet 14 by bolt group.
As embodiment, more specifically embodiment is, as shown in figure 5, the company between support post and concrete block 11
Connect and be provided with a load-bearing casting 3, the bottom of the load-bearing casting 3 and support post is together connected among concrete block 11, and mixed
The surrounding of solidifying soil block 11 is filled with middle sand or coarse sand；The outer wall of concrete block 11 is enclosed with anticracking steel bushing 4, and concrete block 11
Concrete block shrouding 5 is connected between upper surface and support post.
The mode that the house frame of the structure connects by using segmentation, and using cross sleeve connector 15, be easy to
Assembled-type house frame structure can be adjusted quickly after the completion of assembling, improve regulating the speed for assembling frame.
Be arranged in parallel double-deck Side fascia 2 between two adjacent outer support columns and between adjacent angular, outer support column, double
Layer Side fascia 2 includes the external wall panel structure 21 of two layers of stagger setting, is connected between two layers of external wall panel structure 21 by through-wall bolt；
The concrete mode that double-deck Side fascia 2 is connected with house frame 1 be double-deck Side fascia 2 lining and double-deck Side fascia 2 it is outer
The surrounding of wallboard opposite face sets welded plate respectively, the inner side of upper and lower two welded plate on lining and upper and lower two girder truss 13
Face is welded and fixed, and the lateral surface of upper and lower two welded plate and upper and lower two girder truss 13 of Side fascia is welded and fixed；As shown in fig. 6,
External wall panel structure 21 includes concrete layer 211 and the EPS heat-insulation layers 212 being filled in inside concrete layer 211；Concrete layer 211
In rectangular-shape, two sides of concrete layer 211 are respectively arranged with one coordinated with the both sides of the concrete layer 211 and are oriented to from centering
Groove 211a, one are from centering gib block 211b, in order that adjacent two double-deck Side fascia connection is more reliable, from centering guide groove 211a
Be isosceles trapezoid block structure from centering gib block 211b for isosceles trapezoid slot structure, and from centering gib block 211b with from centering
Guide groove 211a is interference fits.
The inside of concrete layer 211 has a cavity for holding the filling of EPS heat-insulation layers 212, while in the inwall of concrete layer 211
On be additionally provided with it is some along concrete layer bearing of trend and column distribution and the depth that is connected with the cavity be 15mm-20mm's
Dovetail groove 213, and the inside of concrete layer 211 is additionally provided with cracking resistance grid cloth at outer wall；The outer wall of EPS heat-insulation layers 212
On have some coattail strips 214, and bearing of trend distribution of the coattail strip 214 along concrete layer 211, and with concrete layer 211
Dovetail groove 213 be engaged.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above.This
The technical staff of industry is retouched in above-described embodiment and specification it should be appreciated that the utility model is not restricted to the described embodiments
That states simply illustrates principle of the present utility model, on the premise of the spirit and scope of the utility model is not departed from, the utility model
Various changes and modifications are also had, these changes and improvements are both fallen within claimed the scope of the utility model.This practicality is new
Scope is claimed by appended claims and its equivalent thereof in type.
Claims (7)
1. a kind of house frame of light section steel structure and double-deck Side fascia assembly system, including house frame and double-deck Side fascia；
It is characterized in that：
The house frame includes ground, support post, girder truss and cross sleeve connector；
The ground is collectively constituted by some concrete blocks poured；
If the support post includes corner support post, several outer support columns and weapons inner support column, described each
Support column is i-beam structure, and each support post is parallel to each other on ground；
The girder truss is i-beam structure, there is several, and cross sleeve connector using segmentation connection by way of with
Each support post is attached, and the cross sleeve connector includes one along the nested square sleeve in support post longitudinal direction, institute
The surrounding for stating square sleeve is respectively perpendicular and is provided with some girder truss linkage sections, and the end set of girder truss linkage section has otic placode,
And the both ends of same girder truss pass through welding or bolted mode phase with the otic placode on corresponding girder truss linkage section respectively
Even；
The double-deck Side fascia be set in parallel between two adjacent outer support columns or be arranged on adjacent angular, outer support column it
Between, and double-deck Side fascia includes the external wall panel structure of two layers of stagger setting, passes through through-wall bolt phase between two layers of external wall panel structure
Even；
The external wall panel structure includes concrete layer and the EPS heat-insulation layers being filled in inside concrete layer；
The concrete layer is in rectangular-shape, and two sides of concrete layer are respectively arranged with coordinate with the concrete layer both sides one
There is a cavity for holding the filling of EPS heat-insulation layers from inside centering gib block, the concrete layer from centering guide groove, one, simultaneously
It is additionally provided with and some is connected along concrete layer bearing of trend and column distribution and with the cavity on the inwall of concrete layer
Dovetail groove；The inside of the concrete layer is additionally provided with cracking resistance grid cloth at outer wall；
There are some coattail strips on the outer wall of the EPS heat-insulation layers, and bearing of trend of the coattail strip along concrete layer is distributed, and with
Dovetail groove in concrete layer is engaged.
2. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
It is connected between the cross sleeve connector and support post using bolt.
3. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
A load-bearing casting is connected between the support post and concrete block, the bottom one of the load-bearing casting and support post
It is same to be connected among concrete block, and the surrounding of concrete block is filled with middle sand or coarse sand.
4. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
The outer wall of the concrete block is enclosed with anticracking steel bushing, and is connected with concrete between the upper surface of concrete block and support post
Block shrouding.
5. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
Described from centering guide groove is isosceles trapezoid slot structure, is isosceles trapezoid block structure from centering gib block, and from centering gib block
With from centering guide groove be interference fits.
6. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
The cracking resistance grid cloth is cast in concrete layer.
7. the house frame of light section steel structure according to claim 1 and double-deck Side fascia assembly system, it is characterised in that：
The depth of dovetail of the concrete layer inwall is 15mm-20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720392374.1U CN207160222U (en) | 2017-04-14 | 2017-04-14 | A kind of house frame of light section steel structure and double-deck Side fascia assembly system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720392374.1U CN207160222U (en) | 2017-04-14 | 2017-04-14 | A kind of house frame of light section steel structure and double-deck Side fascia assembly system |
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| Publication Number | Publication Date |
|---|---|
| CN207160222U true CN207160222U (en) | 2018-03-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720392374.1U Active CN207160222U (en) | 2017-04-14 | 2017-04-14 | A kind of house frame of light section steel structure and double-deck Side fascia assembly system |
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| CN (1) | CN207160222U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196112A (en) * | 2020-08-20 | 2021-01-08 | 江苏沐恩建设工程有限公司 | Assembled house with steel concrete cast-connection frame structure |
-
2017
- 2017-04-14 CN CN201720392374.1U patent/CN207160222U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196112A (en) * | 2020-08-20 | 2021-01-08 | 江苏沐恩建设工程有限公司 | Assembled house with steel concrete cast-connection frame structure |
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