CN204804059U - Connection structure of steel construction house node - Google Patents
Connection structure of steel construction house node Download PDFInfo
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- CN204804059U CN204804059U CN201520399218.9U CN201520399218U CN204804059U CN 204804059 U CN204804059 U CN 204804059U CN 201520399218 U CN201520399218 U CN 201520399218U CN 204804059 U CN204804059 U CN 204804059U
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- steel pipe
- crossbeam
- wall board
- combined wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 178
- 239000010959 steel Substances 0.000 title claims abstract description 178
- 238000010276 construction Methods 0.000 title abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 abstract description 8
- 239000002131 composite material Substances 0.000 abstract 3
- 238000010923 batch production Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a connection structure of steel construction house node, including basis, steel pipe stand, steel pipe crossbeam, floor to and the composite wall panel of edge and steel pipe stand and steel pipe crossbeam matching, the steel pipe stand is fixed on the basis through the stand cushion that its both ends set up, and two liang of forms with the group on the steel pipe crossbeam are installed on the steel pipe stand through the crossbeam cushion that its both ends set up, and composite wall panel installs between the adjacent steel pipe crossbeam of different group, and is fixed by the screw bolt and nut, and the floor is installed on the same group between the adjacent steel pipe crossbeam. Above -mentioned connection structure of steel construction house node through structure improved design, combines steel pipe stand, composite wall panel, floor and steel pipe crossbeam to become one for connection structure of steel construction house node's simple structure, low cost, batch production on a large scale, the wallboard is of high quality moreover, the precision is high, the reduction that is showing constructor's work load, improved work efficiency.
Description
Technical field
The utility model relates to a kind of house, particularly a kind of syndeton of steel house node.
Background technology
Compared with traditional reinforced concrete structure house, the advantages such as steel house has that shock resistance is strong, wind resistance good, energy-saving and cost-reducing, space flexible arrangement, in recent years, steel house is developed, some pilot projects have also been built in various places, but generally speaking problem is also a lot.The principal element affecting steel house development be steel structure frame structure and with steel structure frame the articulation issues of supporting wallboard and floor and framework and wallboard.The steel house connected mode of traditional approach is complicated, complex steps during site operation, and the steel house assembly of traditional approach needs preliminary working and the deep processing of gradation in batches, is not easy to industrialization and produces.From at present, go back the steel house market demand of the applicable China that the framework of neither one steel house and framework and wallboard draw bail can be real.
Utility model content
For above-mentioned technical problem, the utility model provides a kind of structure and connects simple, easy construction, and is convenient to the syndeton of the steel house node that industrialization is produced.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: the syndeton providing a kind of steel house node, comprise basis, steel pipe post, steel pipe crossbeam, floor, and left and right sides panel edges and described steel pipe post cross section match, the combined wall board that upper and lower biside plate edge and described steel pipe crossbeam vertical section match, described steel pipe post is fixed on described basis by the column cushion block that its two ends are arranged, described steel pipe crossbeam is to be arranged on described steel pipe post with the form of group by the crossbeam cushion block that its two ends are arranged between two, described combined wall board is arranged between different group of adjacent described steel pipe crossbeam, and fixed by screw bolt and nut, described floor is arranged on between the adjacent described steel pipe crossbeam of group.
More preferably, in technique scheme, the vertical section of described steel pipe crossbeam is right-angled triangle, hypotenuse is provided with stepped interface.
More preferably, in technique scheme, be oppositely arranged with the right-angle side of described steel pipe crossbeam in group, and stepped interface on described steel pipe crossbeam triangle hypotenuse is arranged towards the direction of described combined wall board, and equal the thickness of described floor with the distance organized between described steel pipe crossbeam.
More preferably, in technique scheme, the right and left of described combined wall board is provided with the column interface matched with described steel pipe post cross section, and described column interface is symmetrical arranged along the vertical axis of described combined wall board, the both sides up and down of described combined wall board are provided with the crossbeam interface matched with described steel pipe section of beam.
More preferably, in technique scheme, described combined wall board comprises housing and filled core, and described filled core is arranged in described housing, and the inwall of described housing is evenly provided with wallboard reinforcing rib.
More preferably, in technique scheme, the cross section of described steel pipe post is stepped pyramid, and the quantity of ladder is identical with the quantity of described combined wall board upper pillar stand interface breach.
More preferably, in technique scheme, described steel pipe post is that foursquare steel pipe arranges vertical cut (V. cut) and makes by cross section, in steel pipe square cross section, the position of any one group of relative angle is provided with stepped breach, stepped breach is symmetrical along the axis of steel pipe, and on steel pipe, the quantity of stepped breach is identical with the quantity of described combined wall board upper pillar stand interface breach.
More preferably, in technique scheme, described steel pipe post is that rectangular steel pipe arranges vertical cut (V. cut) and makes by cross section, the position of any triangle of steel pipe rectangular cross section is provided with stepped breach, and on steel pipe, the quantity of stepped breach is identical with the quantity of described combined wall board upper pillar stand interface breach.
More preferably, in technique scheme, the steel pipe that described steel pipe post is equilateral " cross " by cross section arranges vertical cut (V. cut) and makes, steel pipe adjacent two " cross " limit is provided with stepped breach clockwise or counterclockwise, stepped breach on residue both sides and stepped breach on relative edge are symmetrical arranged, and the quantity of stepped breach to be the quantity of described combined wall board upper pillar stand interface breach identical.
More preferably, in technique scheme, described floor is inverted U-shaped structure, the inwall of described floor is evenly provided with the floor reinforcing rib that cross section is C type, and the U-shaped both sides of described floor is respectively arranged with mounting flange and the mounting groove of coupling mutually.
The syndeton of the steel house node that the utility model provides, pass through Structure Improvement Design, by steel pipe post, combined wall board, floor and steel pipe crossbeam are combined into one, make the structure of the syndeton of steel house node simple, with low cost, further, steel pipe post and steel pipe crossbeam are disposable roll-forming, the strict guarantee required precision of profile and stitching section, stitching section male-female engagement design, overlapped plane correction, wallboard and floor are spliced tight and without directly thoroughly stitching, splicing rapid and convenient, can not only large-scale mass production, and wallboard quality is good, precision is high, decrease the workload of constructor significantly, shorten the time, improve operating efficiency.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the schematic diagram of syndeton first embodiment of the steel house node that the utility model provides;
Fig. 2 is the top view of the syndeton of steel house node in Fig. 1;
Fig. 3 is the schematic diagram of syndeton second embodiment of the steel house node that the utility model provides;
Fig. 4 is the top view of the syndeton of steel house node in Fig. 3;
Fig. 5 is the schematic diagram of syndeton the 3rd embodiment of the steel house node that the utility model provides;
Fig. 6 is the top view of the syndeton of steel house node in Fig. 5;
Fig. 7 is the schematic diagram of syndeton the 4th embodiment of the steel house node that the utility model provides;
Fig. 8 is the top view of the syndeton of steel house node in Fig. 7;
Fig. 9 is the lateral view of the syndeton of the steel house node that the utility model provides;
Figure 10 is the stereogram of combined wall board in Fig. 1;
Figure 11 is the sectional view of combined wall board in Figure 10;
Figure 12 is the stereogram of floor in Fig. 1;
Figure 13 is the sectional view of floor in Figure 12;
Figure 14 is the cross sectional representation of multi-form steel pipe post in Fig. 1, Fig. 3, Fig. 5 and Fig. 7.
Detailed description of the invention
As shown in Fig. 1 to Figure 14, the syndeton of the steel house node that the utility model provides, comprise basis 110, steel pipe post 120, steel pipe crossbeam 130, floor 150, and left and right sides panel edges and steel pipe post 120 cross section match, the combined wall board 140 that upper and lower biside plate edge and steel pipe crossbeam 130 vertical section match, steel pipe post 120 is fixed on basis 110 by the column cushion block that its two ends are arranged, steel pipe crossbeam 130 is arranged on steel pipe post 120 with the form of group by the crossbeam cushion block that its two ends are arranged between two, combined wall board 140 is arranged between different group of adjacent steel pipe crossbeam 130, and fixed by screw bolt and nut, floor 150 is arranged on between the adjacent steel pipe crossbeam 130 of group.
As a kind of embodiment, the vertical section of steel pipe crossbeam 130 is right-angled triangle, hypotenuse is provided with stepped interface.Select the steel pipe crossbeam 130 of right-angled triangle, more convenient when producing, and the syndeton of the steel house node be made up of above-mentioned steel pipe crossbeam 130 is more regular smooth after assembling, also more convenient and swift during assembling, the setting of stepped interface then facilitates the installation of combined wall board 140, improves the structural strength of the syndeton of steel house node to a certain extent simultaneously.
As a kind of embodiment, be oppositely arranged with the right-angle side of steel pipe crossbeam 130 in group, and the stepped interface on steel pipe crossbeam 130 triangle hypotenuse is arranged towards the direction of combined wall board 140, and equal the thickness of floor 150 with the distance between group steel pipe crossbeam 130.Be oppositely arranged with the right-angle side of steel pipe crossbeam 130 in group, the installation facilitating floor 150 is fixed, and the setting in the stepped interface direction on steel pipe crossbeam 130 triangle hypotenuse, then the installation facilitating combined wall board 140 is fixed.Further, what steel pipe crossbeam 130 and steel pipe post 120 adopted is the form that bolts and nuts are installed, more convenient and swift when assembling, and bolts and nuts are detachable mounting means, facilitate steel pipe crossbeam 130, steel pipe post 120, the reusing of combined wall board 140, there is very high practicality, also save cost simultaneously.
As a kind of embodiment, the right and left of combined wall board 140 is provided with the column interface 142 matched with steel pipe post 120 cross section, and column interface 142 is symmetrical arranged along the vertical axis of combined wall board 140, the both sides up and down of combined wall board 140 are provided with the crossbeam interface 148 matched with steel pipe crossbeam 130 cross section.Column interface 142 on combined wall board 140 the right and left matches with steel pipe post 120 cross section, facilitate combined wall board 140 to combine with the installation of steel pipe post 120, column interface 142 is symmetrical arranged with the vertical axis of combined wall board 140, while facilitating combined wall board 140 and steel pipe post 120 to install to combine, also facilitate the joint between combined wall board 140, make polylith combined wall board 140 be combined into face.The setting of combined wall board about 140 both sides top rail interface 148 then facilitates the combination of combined wall board 140 and steel pipe crossbeam 130 and installs fixing.
As a kind of embodiment, combined wall board 140 comprises housing 142 and filled core 146, and filled core 146 is arranged in housing 142, and the inwall of housing 142 is evenly provided with wallboard reinforcing rib 145.The housing 142 of combined wall board 140 itself is hollow-core construction, alleviates the weight of the syndeton of wallboard and steel house node to a certain extent, also reduces the cost of production of the syndeton of wallboard and steel house node simultaneously.The even setting of combined wall board 140 inwall cornice sheathing reinforcing rib 145, improves the structural strength of combined wall board 140 to a certain extent, and what also make the filled core 146 of filling be combined with the inner chamber of housing 142 is tightr simultaneously.Filled core 146 is light filler preferably, can select the light material that coefficient of thermal conductivity is low.
As a kind of embodiment, as shown in a figure in Figure 14, the cross section of steel pipe post 120 is stepped pyramid, and the quantity of ladder is identical with the quantity of combined wall board 140 upper pillar stand interface 142 breach.The setting of stepped pyramid steel pipe post 120, is used for perpend wall, and the installation facilitating combined wall board 140 on house perpend wall is fixed, and serves the effect of good perpend wall length or width extension.On steel pipe post 120, ladder quantity is identical with the quantity of combined wall board 140 upper pillar stand interface 142 breach, then facilitate combined wall board 140 and install with the combination of steel pipe post 120, and the plane of body of wall is more smooth.
As a kind of embodiment, steel is as shown in b figure in Figure 14, tube column 120 is that foursquare steel pipe arranges vertical cut (V. cut) and makes by cross section, in steel pipe square cross section, the position of any one group of relative angle is provided with stepped breach, stepped breach is symmetrical along the axis of steel pipe, and on steel pipe, the quantity of stepped breach is identical with the quantity of combined wall board 140 upper pillar stand interface 142 breach.According to the steel pipe post 120 of above-mentioned form design, be applicable to the connection of body of wall corner steel work, what combined wall board 140 was combined with steel pipe post 120 is more firm, improves the structural strength of the rear steel house of combination.
As a kind of embodiment, as shown in c figure in Figure 14, steel pipe post 120 is that rectangular steel pipe arranges vertical cut (V. cut) and makes by cross section, the position of any triangle of steel pipe rectangular cross section is provided with stepped breach, and on steel pipe, the quantity of stepped breach is identical with the quantity of combined wall board 140 upper pillar stand interface 142 breach.According to the steel pipe post 120 of above-mentioned form design, the combination being applicable to three partition walls in house is installed, and combined wall board 140 and steel pipe post 120 combine the more stable of installation, and the structural strength of steel house is stronger.
As a kind of embodiment, as shown in d figure in Figure 14, the steel pipe that steel pipe post 120 is equilateral " cross " by cross section arranges vertical cut (V. cut) and makes, steel pipe adjacent two " cross " limit is provided with stepped breach clockwise or counterclockwise, stepped breach on residue both sides and stepped breach on relative edge are symmetrical arranged, and on steel pipe, the quantity of stepped breach is that the quantity of combined wall board 140 upper pillar stand interface 142 breach is identical.The combination being applicable to four sides, house partition wall according to the steel pipe post 120 of above-mentioned form design is installed, and also makes combine between combined wall board 140 and steel pipe post 120 installs more firm, improves the structural strength combining rear steel house entirety.
As a kind of embodiment, floor 150 is inverted U-shaped structure, the inwall of floor 150 is evenly provided with the floor reinforcing rib 152 that cross section is C type, and the both sides of floor 150U type is respectively arranged with mounting flange 154 and the mounting groove 156 of coupling mutually.The setting of C type floor reinforcing rib 152, improve structural strength and the supporting capacity of floor 150, the setting of mounting flange 154 and mounting groove 156 on floor 150U type limit, the combination facilitated between adjacent floor deck 150 is installed, also improve the structural strength of the steel house adopting this floor 150 simultaneously, further, the mode that bolts and nuts are installed is adopted between floor 150 and steel pipe crossbeam 130, more convenient and swift when assembling, and bolts and nuts are detachable mounting means, facilitate steel pipe crossbeam 130, reusing of floor 150, there is very high practicality, also save cost simultaneously.
The syndeton of the steel house node that the utility model provides, pass through Structure Improvement Design, by steel pipe post, combined wall board, floor and steel pipe crossbeam are combined into one, make the structure of the syndeton of steel house node simple, with low cost, further, steel pipe post and steel pipe crossbeam are disposable roll-forming, the strict guarantee required precision of profile and stitching section, stitching section male-female engagement design, overlapped plane correction, wallboard and floor are spliced tight and without directly thoroughly stitching, splicing rapid and convenient, can not only large-scale mass production, and wallboard quality is good, precision is high, decrease the workload of constructor significantly, shorten the time, improve operating efficiency.
Above-mentioned embodiment is intended to illustrate that the utility model can be professional and technical personnel in the field and realizes or use; modifying to above-mentioned embodiment will be apparent for those skilled in the art; therefore the utility model includes but not limited to above-mentioned embodiment; any these claims or manual of meeting describes; meet and principle disclosed herein and novelty, the method for inventive features, technique, product, all fall within protection domain of the present utility model.
Claims (10)
1. the syndeton of a steel house node, it is characterized in that: comprise basis, steel pipe post, steel pipe crossbeam, floor, and left and right sides panel edges and described steel pipe post cross section match, the combined wall board that upper and lower biside plate edge and described steel pipe crossbeam vertical section match, described steel pipe post is fixed on described basis by the column cushion block that its two ends are arranged, described steel pipe crossbeam is to be arranged on described steel pipe post with the form of group by the crossbeam cushion block that its two ends are arranged between two, described combined wall board is arranged between different group of adjacent described steel pipe crossbeam, and fixed by screw bolt and nut, described floor is arranged on between the adjacent described steel pipe crossbeam of group.
2. the syndeton of steel house node according to claim 1, is characterized in that: the vertical section of described steel pipe crossbeam is right-angled triangle, hypotenuse is provided with stepped interface.
3. the syndeton of steel house node according to claim 2, it is characterized in that: be oppositely arranged with the right-angle side of described steel pipe crossbeam in group, and the stepped interface on described steel pipe crossbeam triangle hypotenuse is arranged towards the direction of described combined wall board, and equal the thickness of described floor with the distance between the described steel pipe crossbeam of group.
4. the syndeton of steel house node according to claim 3, it is characterized in that: the right and left of described combined wall board is provided with the column interface matched with described steel pipe post cross section, and described column interface is symmetrical arranged along the vertical axis of described combined wall board, the both sides up and down of described combined wall board are provided with the crossbeam interface matched with described steel pipe section of beam.
5. the syndeton of steel house node according to claim 4, it is characterized in that: described combined wall board comprises housing and filled core, described filled core is arranged in described housing, and the inwall of described housing is evenly provided with wallboard reinforcing rib.
6. the syndeton of steel house node according to claim 5, is characterized in that: the cross section of described steel pipe post is stepped pyramid, and the quantity of ladder is identical with the quantity of described combined wall board upper pillar stand interface breach.
7. the syndeton of steel house node according to claim 5, it is characterized in that: described steel pipe post is that foursquare steel pipe arranges vertical cut (V. cut) and makes by cross section, in steel pipe square cross section, the position of any one group of relative angle is provided with stepped breach, stepped breach is symmetrical along the axis of steel pipe, and on steel pipe, the quantity of stepped breach is identical with the quantity of described combined wall board upper pillar stand interface breach.
8. the syndeton of steel house node according to claim 5, it is characterized in that: described steel pipe post is that rectangular steel pipe arranges vertical cut (V. cut) and makes by cross section, the position of any triangle of steel pipe rectangular cross section is provided with stepped breach, and on steel pipe, the quantity of stepped breach is identical with the quantity of described combined wall board upper pillar stand interface breach.
9. the syndeton of steel house node according to claim 5, it is characterized in that: the steel pipe that described steel pipe post is equilateral " cross " by cross section arranges vertical cut (V. cut) and makes, steel pipe adjacent two " cross " limit is provided with stepped breach clockwise or counterclockwise, stepped breach on residue both sides and stepped breach on relative edge are symmetrical arranged, and the quantity of stepped breach to be the quantity of described combined wall board upper pillar stand interface breach identical.
10. the syndeton of steel house node according to claim 1, it is characterized in that: described floor is inverted U-shaped structure, the inwall of described floor is evenly provided with the floor reinforcing rib that cross section is C type, and the U-shaped both sides of described floor is respectively arranged with mounting flange and the mounting groove of coupling mutually.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520399218.9U CN204804059U (en) | 2015-06-11 | 2015-06-11 | Connection structure of steel construction house node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520399218.9U CN204804059U (en) | 2015-06-11 | 2015-06-11 | Connection structure of steel construction house node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204804059U true CN204804059U (en) | 2015-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520399218.9U Expired - Fee Related CN204804059U (en) | 2015-06-11 | 2015-06-11 | Connection structure of steel construction house node |
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| Country | Link |
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| CN (1) | CN204804059U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
-
2015
- 2015-06-11 CN CN201520399218.9U patent/CN204804059U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180315 Address after: 239000 Anhui city of Chuzhou Province east of State Road 104 north of Chuzhou Patentee after: Chuzhou Yangzi Guangda steel structure residence Co., Ltd. Address before: 519000 Guangdong Province, Zhuhai city Xiangzhou District Jiuzhou Road No. 1017 unit 1 room 23D Patentee before: Xuan Zhongguang |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151125 Termination date: 20190611 |
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| CF01 | Termination of patent right due to non-payment of annual fee |