CN206873673U - A kind of assembling type steel structure out-hung panel node - Google Patents
A kind of assembling type steel structure out-hung panel node Download PDFInfo
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- CN206873673U CN206873673U CN201720747655.4U CN201720747655U CN206873673U CN 206873673 U CN206873673 U CN 206873673U CN 201720747655 U CN201720747655 U CN 201720747655U CN 206873673 U CN206873673 U CN 206873673U
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- side fascia
- hung panel
- angle steel
- lower floor
- upper strata
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Abstract
The utility model discloses a kind of assembling type steel structure out-hung panel node, including：Side fascia and out-hung panel, wherein, Side fascia is divided into upper strata Side fascia and lower floor's Side fascia, supporting plate is provided between the upper strata Side fascia and lower floor's Side fascia, one end of the out-hung panel is provided with prefabricated embedded part, and connected between the out-hung panel and upper strata Side fascia by the first angle steel component, the lower section of the out-hung panel is provided with support frame, connected between support frame as described above and lower floor's Side fascia by connecting plate, and it is fixedly connected between the lower section of the connecting plate and lower floor's Side fascia by the second angle steel component.Use to be further improved on the basis of existing perpendicular dress die panels rock engineering method during construction in the utility model and it is installed, wallboard is allowed to form firm connection with Side fascia, so as to the security for further improving the stability of its connection and using.
Description
Technical field
The utility model belongs to manufacturing field, more particularly to a kind of assembling type steel structure out-hung panel node.
Background technology
With the fast development of social economy, steel building is increasingly favored by architect and builder, its
Short time limit, it is affected by the external environment smaller, in existing just structural construction, when setting wallboard on Side fascia, by using ADR
The Side fascia of method installation NALC materials is, it is necessary at least three fulcrum, i.e. Side fascia bottom rest（Most important stress point）, outside within the walls
Side Xia Di sides drawknot node, inner side of outer wall upper topside drawknot node, by such traditional method, inner side of outer wall upper topside drawknot node
It is arranged between wallboard and girder steel, there is certain difficulty, and floor support plate two-step pouring in operation, second of edge sealing, which pours, only leans on ox-hide
Paper is poor as cheek board, forming effect.
Utility model content
Purpose of utility model：In order to overcome the above insufficient, the purpose of this utility model is to provide a kind of assembling type steel structure
Out-hung panel node, its is simple in construction, reasonable in design, can be good at solving on-site construction operations space in ADR engineering methods and receives about
The problem of beam, interdependent node part is used into prefabrication as far as possible, site operation workload is reduced, avoids in conventional method
Flooring edge concrete secondary cast problem.
Technical scheme：To achieve these goals, the utility model provides a kind of assembling type steel structure out-hung panel section
Point, including：Side fascia and out-hung panel, wherein, Side fascia is divided into upper strata Side fascia and lower floor's Side fascia, the upper strata Side fascia
Supporting plate is provided between lower floor's Side fascia, one end of the out-hung panel is provided with prefabricated embedded part, and the out-hung panel and upper strata
Connected between Side fascia by the first angle steel component, the lower section of the out-hung panel is provided with support frame, support frame as described above and lower floor
Connected between Side fascia by connecting plate, and, pass through the second angle steel component between the lower section of the connecting plate and lower floor's Side fascia
It is fixedly connected.
A kind of assembling type steel structure out-hung panel node described in the utility model, the angle steel sub-assembly pass through bolt
External wallboard and out-hung panel are fixedly connected, and form top drawknot node and bottom drawing respectively in the top and bottom of wallboard
Node, moreover, the top of wallboard are provided with top angle steel, and lower section is provided with support frame, can greatly improve and connect between the two
The stability connect, it is installed using perpendicular dress die panels rock engineering method during construction, allows wallboard to be formed with Side fascia
Firm connection, so as to the security for further improving the stability of its connection and using.
Angle steel and fixture are equipped with first angle steel component described in the utility model and the second angle steel component, it is described
Angle steel is vertical between upper strata Side fascia and out-hung panel or between connecting plate and lower floor's Side fascia, described fixture one end
It is stuck on angle steel, the other end is secured by bolts on Side fascia.
Fixture in angle steel sub-assembly described in the utility model is by bolt to upper strata Side fascia and lower floor's Side fascia
It is fixed, and bottom drawknot node and top drawknot are formed respectively on the top on the bottom of upper strata Side fascia and lower floor's Side fascia
Point.
Out-hung panel described in the utility model uses aerated concrete panel.
Prefabricated embedded part is provided with described in the utility model in out-hung panel, the prefabricated embedded part is by two U-shaped embedded parts
Connected and composed by dowel.
In I-shaped, it is made up of support frame described in the utility model support beam and support column, the support beam with it is outer
Wallboard is fixedly connected, and the support column is located between two support beams, the support away from out-hung panel one end in support frame as described above
Beam is connected with connecting plate, greatly improves its support performance.
Supporting plate is L-shaped described in the utility model, and it matches with Side fascia, improves upper strata Side fascia and lower floor's Side fascia
The stability of connection, greatly improve the compactness and stickiness of connector and Bolted angle connection.
Fixture is S-type described in the utility model, and it is wedge shaped with angle-bar joint, and the fixture and angle steel phase
Matching.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, a kind of assembling type steel structure out-hung panel node described in the utility model, the angle steel sub-assembly pass through spiral shell
The external wallboard of bolt and wallboard are fixedly connected, and are forming top drawknot node and bottom drawing respectively in the top and bottom of wallboard
Node, moreover, the top of wallboard are provided with top angle steel, and lower section is provided with support frame, can greatly improve and connect between the two
The stability connect, it is installed using the perpendicular dress die panels rock engineering method after improving during the construction, allow wallboard with it is outer
Wallboard forms firm connection, so as to the security for further improving the stability of its connection and using.
2nd, Side fascia described in the utility model uses aerated concrete panel, its can it is prefabricated after arrive site operation again, scene
Construction operation space receives the problem of constraint, and interdependent node part is used into prefabrication as far as possible, site operation workload is reduced, keeps away
The flooring edge concrete secondary cast problem in conventional method is exempted from.
3rd, prefabricated embedded part is provided with described in the utility model in wallboard, the prefabricated embedded part is led to by two U-shaped embedded parts
Cross dowel to connect and compose, the stability and security used can be greatly improved.
Brief description of the drawings
Fig. 1 is the structural representation of assembling type steel structure out-hung panel node described in the utility model；
In figure：Side fascia -1, upper strata Side fascia -11, lower floor's Side fascia -12, out-hung panel -2, the first angle steel component -31,
Second angle steel component -32, angle steel -33, fixture -34, top drawknot node -4, bottom drawknot node -5, supporting plate -6, support frame -7,
Support beam -71, support column -72, connecting plate -8.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of assembling type steel structure out-hung panel node as shown in Figure 1, including：Side fascia 1 and out-hung panel 2, wherein,
Side fascia 1 divides for upper strata Side fascia 11 and lower floor's Side fascia 12, is provided between the upper strata Side fascia 11 and lower floor's Side fascia 12
Supporting plate 6, one end of the out-hung panel 2 is provided with prefabricated embedded part 21, and passes through between the out-hung panel 2 and upper strata Side fascia 11
First angle steel component 31 connects, and the lower section of the out-hung panel 2 is provided with support frame 7, support frame as described above 7 and lower floor's Side fascia 12 it
Between connected by connecting plate 8, and, it is solid by the second angle steel component 32 between the lower section of the connecting plate 8 and lower floor's Side fascia 12
Fixed connection.
Angle steel 33 and fixture are equipped with first angle steel component 31 described in the present embodiment and the second angle steel component 32
34, the angle steel 33 be vertical between upper strata Side fascia 11 and out-hung panel 2 or connecting plate 8 and lower floor's Side fascia 12 it
Between, described one end of fixture 34 is stuck on angle steel 33, and the other end is secured by bolts on Side fascia 1.
Fixture 34 in angle steel sub-assembly described in the present embodiment 3 is by bolt to upper strata Side fascia 11 and lower floor's exterior wall
Plate 12 is fixed, and bottom drawknot node 5 is formed respectively on the top on the bottom of upper strata Side fascia 11 and lower floor's Side fascia 12
With top drawknot node 4.
Out-hung panel 2 described in the present embodiment uses aerated concrete panel.
Prefabricated embedded part 21 is provided with out-hung panel 2 described in the present embodiment, the prefabricated embedded part 21 is buried by two U-shaped
Part is connected and composed by dowel.
Support frame 7 described in the present embodiment is in I-shaped, and it is made up of support beam 71 and support column 72, the support beam 71
It is fixedly connected with out-hung panel 2, the support column 72 is located between two support beams 71, away from out-hung panel 2 in support frame as described above 7
The support beam 71 of one end is connected with connecting plate 8.
Supporting plate 6 described in the present embodiment is L-shaped, and it matches with Side fascia 1.
Fixture 34 described in the present embodiment is S-type, and it is wedge shaped with the junction of angle steel 33, and the fixture and angle steel
Match.
Embodiment 2
A kind of assembling type steel structure out-hung panel node as depicted, including：Side fascia 1 and out-hung panel 2, wherein,
Side fascia 1 divides for upper strata Side fascia 11 and lower floor's Side fascia 12, is provided between the upper strata Side fascia 11 and lower floor's Side fascia 12
Supporting plate 6, one end of the out-hung panel 2 is provided with prefabricated embedded part 21, and passes through between the out-hung panel 2 and upper strata Side fascia 11
First angle steel component 31 connects, and the lower section of the out-hung panel 2 is provided with support frame 7, support frame as described above 7 and lower floor's Side fascia 12 it
Between connected by connecting plate 8, and, it is solid by the second angle steel component 32 between the lower section of the connecting plate 8 and lower floor's Side fascia 12
Fixed connection.
Angle steel 33 and fixture are equipped with first angle steel component 31 described in the present embodiment and the second angle steel component 32
34, the angle steel 33 be vertical between upper strata Side fascia 11 and out-hung panel 2 or connecting plate 8 and lower floor's Side fascia 12 it
Between, described one end of fixture 34 is stuck on angle steel 33, and the other end is secured by bolts on Side fascia 1.
Fixture 34 in angle steel sub-assembly described in the present embodiment 3 is by bolt to upper strata Side fascia 11 and lower floor's exterior wall
Plate 12 is fixed, and bottom drawknot node 5 is formed respectively on the top on the bottom of upper strata Side fascia 11 and lower floor's Side fascia 12
With top drawknot node 4.
Out-hung panel 2 described in the present embodiment uses aerated concrete panel.
Prefabricated embedded part 21 is provided with out-hung panel 2 described in the present embodiment, the prefabricated embedded part 21 is buried by two U-shaped
Part is connected and composed by dowel.
Support frame 7 described in the present embodiment is in I-shaped, and it is made up of support beam 71 and support column 72, the support beam 71
It is fixedly connected with out-hung panel 2, the support column 72 is located between two support beams 71, away from out-hung panel 2 in support frame as described above 7
The support beam 71 of one end is connected with connecting plate 8.
Supporting plate 6 described in the present embodiment is L-shaped, and it matches with Side fascia 1.
Fixture 34 described in the present embodiment is S-type, and it is wedge shaped with the junction of angle steel 33, and the fixture and angle steel
Match.
A kind of construction technology of assembling type steel structure out-hung panel node described in the present embodiment, specific construction technology
It is as follows：
（1）：The agent structure of building is carried out an acceptance inspection first, allows in work progress the materials arrival needed, and to marching into the arena
Material checked；
（2）：After the agent structure acceptance(check) built in previous step, according to the drawing of construction and datum axis and
Fiducial mark high point is that unwrapping wire is detected according to beginning unwrapping wire, and using theodolite, spirit level and bracing wire measurement；
（3）：After unwrapping wire in previous step is by detection, start to set built-in fitting 21 in one end of out-hung panel 2, then
Dress Side fascia 1 will be erected thereon, i.e.,：Weldering passes through elongated angle cleat 33, according to snap the line position that angle steel 33 is in place, is operated by welding
It is required that first being burn-on portion's weld seam with design requirement, then bottom weld seam is welded, alternately welded；
（4）：After the completion for the treatment of that elongated angle cleat 33 welds, by supporting plate 6 on the lower floor's exterior wall plate node of Side fascia 1, and
Supporting plate 6 is located to the back side of angle steel 33；
（5）：After the position adjustment of supporting plate 6 is good, make Side fascia 1 in place, i.e.,：Side fascia 1 is sling with suspender, slowly will be outer
Wallboard 1 is rested on the supporting plate 6 of lower floor's exterior wall plate node, such as wants adjustment position to sling playback, then will be again by the top of Side fascia
The fixture 34 of drawknot node 4 and elongated angle steel make preliminary welding, and weld seam grows >=30 ㎜, tightens screw rod；
（6）：Then support frame 7 is located to the specified location of out-hung panel 2, and to be fixed；
（7）：After frame 7 to be supported fixes, by connecting plate 8 by support frame 7 away from out-hung panel 2 one end support
Beam 71 is connected with lower floor Side fascia；
（8）：Then angle steel 33 is located between connecting plate 8 and lower floor's Side fascia, by the diagonal steel 33 of fixture 22 with
Layer Side fascia 1 is fixed, and fixture 22 and lower floor's Side fascia 1 are fixedly connected by bolt, and to two-sided
Butt weld and corner welding line；
（9）：Then the plate stitch of external wallboard 1 is handled, and is carried out gluing jointing processing to each plate stitch, is handled plate stitch well
Afterwards, PE rods are placed in the outside of Side fascia 1；
（10）：After plate stitch is handled well in previous step, the inner side chemise of Side fascia 1 is installed, ensured not small with extraneous thickness
In 200mm；
（11）：After inner side chemise installs in step 10, gluing jointing processing equally is carried out to inner side chemise；
（12）：Antirust treatment finally is carried out to whole steel construction.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (8)
- A kind of 1. assembling type steel structure out-hung panel node, it is characterised in that：Including：Side fascia（1）And out-hung panel（2）, its In, Side fascia（1）It is divided into upper strata Side fascia（11）With lower floor's Side fascia（12）, the upper strata Side fascia（11）With lower floor's Side fascia （12）Between be provided with supporting plate（6）, the out-hung panel（2）One end be provided with prefabricated embedded part（21）, and the out-hung panel（2）With Upper strata Side fascia（11）Between pass through the first angle steel component（31）Connection, the out-hung panel（2）Lower section be provided with support frame （7）, support frame as described above（7）With lower floor's Side fascia（12）Between pass through connecting plate（8）Connection, and, the connecting plate（8）Lower section With lower floor's Side fascia（12）Between pass through the second angle steel component（32）It is fixedly connected.
- 2. assembling type steel structure out-hung panel node according to claim 1, it is characterised in that：First angle steel component （31）And second angle steel component（32）In be equipped with angle steel（33）And fixture（34）, the angle steel（33）It is vertical at upper strata Side fascia（11）And out-hung panel（2）Between or connecting plate（8）With lower floor's Side fascia（12）Between, the fixture（34）One End is stuck in angle steel（33）On, the other end is secured by bolts in Side fascia（1）On.
- 3. assembling type steel structure out-hung panel node according to claim 2, it is characterised in that：The angle steel sub-assembly （3）In fixture（34）By bolt to upper strata Side fascia（11）With lower floor's Side fascia（12）It is fixed, and outside upper strata Wallboard（11）Bottom and lower floor's Side fascia（12）On top form bottom drawknot node respectively（5）With top drawknot node（4）.
- 4. assembling type steel structure out-hung panel node according to claim 1, it is characterised in that：The out-hung panel（2） Using aerated concrete panel.
- 5. assembling type steel structure out-hung panel node according to claim 1, it is characterised in that：The out-hung panel（2） In be provided with prefabricated embedded part（21）, the prefabricated embedded part（21）Connected and composed by two U-shaped embedded parts by dowel.
- 6. assembling type steel structure out-hung panel node according to claim 1, it is characterised in that：Support frame as described above（7）It is in I-shaped, it is by support beam（71）And support column（72）Form, the support beam（71）With out-hung panel（2）It is fixedly connected, institute State support column（72）Located at two support beams（71）Between, support frame as described above（7）In away from out-hung panel（2）The support beam of one end （71）With connecting plate（8）Connection.
- 7. assembling type steel structure out-hung panel node according to claim 1, it is characterised in that：The supporting plate（9）In L Type, itself and Side fascia（1）Match.
- 8. assembling type steel structure out-hung panel node according to claim 5, it is characterised in that：The fixture（34）It is in S types, itself and angle steel（33）Junction is wedge shaped, and the fixture matches with angle steel.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720747655.4U CN206873673U (en) | 2017-06-26 | 2017-06-26 | A kind of assembling type steel structure out-hung panel node |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720747655.4U CN206873673U (en) | 2017-06-26 | 2017-06-26 | A kind of assembling type steel structure out-hung panel node |
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| CN206873673U true CN206873673U (en) | 2018-01-12 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165316A (en) * | 2017-06-26 | 2017-09-15 | 江苏沪宁钢机股份有限公司 | It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology |
| CN108842941A (en) * | 2018-08-10 | 2018-11-20 | 重庆大学 | A kind of band ALC out-hung panel beam-to-column connection node |
| CN108999293A (en) * | 2018-09-10 | 2018-12-14 | 上海链佳宜建筑科技有限公司 | A kind of assembled wallboard, attachment device and assembly method |
| CN114016638A (en) * | 2021-12-16 | 2022-02-08 | 南京长江都市建筑设计股份有限公司 | Double-layer self-heat-preservation autoclaved aerated concrete external wall panel connecting structure |
-
2017
- 2017-06-26 CN CN201720747655.4U patent/CN206873673U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165316A (en) * | 2017-06-26 | 2017-09-15 | 江苏沪宁钢机股份有限公司 | It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology |
| CN108842941A (en) * | 2018-08-10 | 2018-11-20 | 重庆大学 | A kind of band ALC out-hung panel beam-to-column connection node |
| CN108842941B (en) * | 2018-08-10 | 2024-02-06 | 重庆大学 | Steel frame connecting node with ALC external wall panel |
| CN108999293A (en) * | 2018-09-10 | 2018-12-14 | 上海链佳宜建筑科技有限公司 | A kind of assembled wallboard, attachment device and assembly method |
| CN114016638A (en) * | 2021-12-16 | 2022-02-08 | 南京长江都市建筑设计股份有限公司 | Double-layer self-heat-preservation autoclaved aerated concrete external wall panel connecting structure |
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Legal Events
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee after: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee before: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. |