CN204456526U - The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam - Google Patents
The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam Download PDFInfo
- Publication number
- CN204456526U CN204456526U CN201520022545.2U CN201520022545U CN204456526U CN 204456526 U CN204456526 U CN 204456526U CN 201520022545 U CN201520022545 U CN 201520022545U CN 204456526 U CN204456526 U CN 204456526U
- Authority
- CN
- China
- Prior art keywords
- side fascia
- fixedly connected
- angle steel
- profile steel
- steel beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 108
- 239000010959 steel Substances 0.000 title claims abstract description 108
- 210000003195 fascia Anatomy 0.000 claims abstract description 55
- 238000005476 soldering Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- PWKSKIMOESPYIA-BYPYZUCNSA-N L-N-acetyl-Cysteine Chemical compound CC(=O)N[C@@H](CS)C(O)=O PWKSKIMOESPYIA-BYPYZUCNSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam, side fascia lower end is fixedly connected with mode with H profile steel beam top flange: on the top flange of H profile steel beam, weld angle steel, the back side soldering pallet of angle steel, side fascia be placed on supporting plate below, side fascia lower end, supporting plate and angle steel are fixedly connected with integral by the high-strength friction-type bolt A be embedded in side fascia; Side fascia top is fixedly connected with mode with H profile steel lower flange of girder edge: on the bottom flange of H profile steel beam, weld angle steel adaptor, side fascia top is fixedly connected with integral with angle steel adaptor by the bolt B be embedded in side fascia, there is steel cap the end that high-strength friction-type bolt B is placed in side fascia, and it is 30mm that high-strength friction-type bolt B stretches out side fascia to the distance of angle steel adaptor.This kind of syndeton have that shear resistance is strong, anti-seismic performance good, body of wall convenient and swift without cold-heat bridge, in-site installation and the advantage such as steelframe is servo-actuated.
Description
Technical field
The utility model relates to building structure, particularly the syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam.
Background technology
Assembling type steel structure building have lightweight, bearing strength is high, anti-seismic performance good, built-in function subregion is flexible, the design cycle is short, design and production integration, steady quality is reliable, comprehensive cost is low, be easy to reconstruction and the advantage such as dismounting, just promote and development in China.
The light external wall plate that exterior wall generally adopts steam-pressing aero-concrete (ALC) to make of going along with sb. to guard him of assembling type steel structure building is connected by certain mode with the H profile steel beam of steel frame.The connected mode of side fascia and H profile steel beam directly affects the rigidity of architectural structure system, stability and supporting capacity.If syndeton is destroyed during earthquake, then wallboard can be made to come off, cave in and cause serious secondary disaster.So the syndeton of side fascia and H profile steel beam is the key technology of steel building.
The syndeton of assembling type steel structure building enclosure exterior wall and H profile steel beam, what current domestic contrast generally adopted is the connected mode provided by atlas 03SG715 " autoclaved lightweight concrete board (NALC) constructional detail ".It is fixedly connected with the top flange of the lower end of side fascia with H profile steel beam, and the top of side fascia is fixedly connected with the bottom flange of H profile steel beam.Wherein side fascia bottom is fixedly connected with mode with H profile steel beam top flange and is: on the top flange of H profile steel beam, weld angle steel, the back side soldering pallet of angle steel, side fascia be placed on supporting plate below, angle steel welds the screw rod (being welded on angle steel by the gib head of screw rod) with gib head, screw rod is through side fascia, be screwed into specialized nut in the outer end of screw rod, the lower end of side fascia, supporting plate and angle steel are fixedly connected with integral; Top and the bottom flange of H profile steel beam of side fascia are fixedly connected with mode and are: on the bottom flange of H profile steel beam, weld angle steel adaptor, angle steel adaptor welds the screw rod with gib head, screw rod is through side fascia, be screwed into specialized nut in the outer end of screw rod, side fascia top is fixedly connected with integral by angle steel adaptor with H profile steel beam.The shortcoming of this syndeton is:
1, because the tie point of side fascia and girder steel just carrys out transmitting force by the pad of gib headed bolt and angle steel, this can produce difference because of the welding quality of welding position (artificially more difficult control) by causing its shear resistance, thus reduces shear resistance.
2, wallboard is close to by the angle steel of girder steel bottom flange, and expanding with heat and contract with cold of material can make the lost of life of node; Body of wall and steel frame trackability poor, shock resistance is good not.
3, the through side fascia of gib headed bolt, forms cold bridge, is unfavorable for indoor temperature control.
4, need more Site Welding, make in-site installation inconvenience, welding quality is also comparatively difficult to ensure card.
Utility model content
The purpose of this utility model is to provide the syndeton of a kind of improved assembling type steel structure building enclosure exterior wall and H profile steel beam, to overcome the shortcoming of the syndeton of above-mentioned existing assembling type steel structure building enclosure exterior wall and H profile steel beam.
The assembling type steel structure building enclosure exterior wall that the utility model provides and the syndeton of H profile steel beam, side fascia lower end is fixedly connected with H profile steel beam top flange, and side fascia top is fixedly connected with H profile steel lower flange of girder edge;
Side fascia lower end is fixedly connected with mode with H profile steel beam top flange: on the top flange of H profile steel beam, weld angle steel, the back side soldering pallet of angle steel, side fascia be placed on supporting plate below, side fascia lower end, supporting plate and angle steel are fixedly connected with integral by the high-strength friction-type bolt A be embedded in side fascia;
Side fascia top is fixedly connected with mode with H profile steel lower flange of girder edge: on the bottom flange of H profile steel beam, weld angle steel adaptor, side fascia top is fixedly connected with integral with angle steel adaptor by the high-strength friction-type bolt B be embedded in side fascia, there is steel cap the end that high-strength friction-type bolt B is placed in side fascia, and it is 30mm that high-strength friction-type bolt B stretches out side fascia to the distance of angle steel adaptor.
Compared with prior art, the beneficial effects of the utility model are:
1, shear resistance is strong, and shearing is born by screw rod itself, can not only promote the shear resistance of node like this, but also makes node have shear resistance compared with point of safes.
2, the angle steel adaptor be fixedly connected with H profile steel lower flange of girder edge and side fascia have the distance of 30mm, and this distance node lifetime caused of both can having avoided expanding with heat and contract with cold reduces, and can make again side fascia can be servo-actuated with steel frame, thus promote the anti-seismic performance of node.
3, bolt A and B be embedded in side fascia does not run through exterior wall, without cold bridge, is conducive to indoor heat insulating.
4, in-site installation is convenient, fast, all with bolts, both can ensure construction quality, can improve speed of application again, and situ wet operation reduces.
Accompanying drawing explanation
Fig. 1 is the schematic diagram (lateral plan) of the utility model syndeton;
Fig. 2 is the right view of Fig. 1.
In figure; 1-H section steel beam, 2-side fascia, 3-angle steel, 4-high-strength friction-type bolt A, 5-supporting plate, 6-steel cap, 7-angle steel adaptor, the high-strength friction-type bolt B of 8-.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Composition graphs 1 and Fig. 2, the syndeton of the utility model assembling type steel structure building enclosure exterior wall and H profile steel beam, side fascia 2 is made up of steam-pressing aero-concrete, and its lower end is fixedly connected with the top flange of H profile steel beam 1, top is fixedly connected with the bottom flange of H profile steel beam 1, and its connected mode is:
In factory, the top flange of H profile steel beam 1 is welded elongated angle steel 3; Two pieces of steels are symmetrically welded at the back side of angle steel 3
shape supporting plate 5; Correspondingly with supporting plate about 5 on the bottom flange of H profile steel beam 1 weld two pieces of angle steel adaptors 7; Embedding two the high-strength friction-type bolt A4s corresponding with supporting plate 5 in the lower end of side fascia, on the top of side fascia, embedding two ends corresponding with angle steel adaptor 7 are with the high-strength friction-type bolt B 8 of steel cap 6; Integrally welded angle steel 3 and supporting plate 5 punch out the screw installing high-strength friction-type bolt A4, angle steel adaptor 7 punches out the screw installing high-strength friction-type bolt B 8.
At the construction field (site), angle steel is welded on the top flange of H profile steel beam, angle steel adaptor is welded on the bottom flange of H profile steel beam; Then with crane, side fascia is hung on supporting plate, adjust position, make the screw rod of high-strength friction-type bolt A and B pre-buried in side fascia aim at its screw respectively and push, use nut check respectively, complete being fixedly connected with of side fascia and H profile steel beam.Finally with the joint seal of structure glue by upper and lower side fascia.
Claims (1)
1. the syndeton of an assembling type steel structure building enclosure exterior wall and H profile steel beam, side fascia (2) lower end is fixedly connected with H profile steel beam (1) top flange, and side fascia (2) top is fixedly connected with H profile steel beam (1) bottom flange; It is characterized in that:
Side fascia (2) lower end is fixedly connected with mode with H profile steel beam (1) top flange: on the top flange of H profile steel beam (1), weld angle steel (3), the back side soldering pallet (5) of angle steel, being placed in below on supporting plate (5) of side fascia (2), side fascia lower end, supporting plate and angle steel are fixedly connected with integral by the high-strength friction-type bolt A (4) be embedded in side fascia;
Side fascia (2) top is fixedly connected with mode with H profile steel beam (1) bottom flange: on the bottom flange of H profile steel beam (1), weld angle steel adaptor (7), side fascia top is fixedly connected with integral with angle steel adaptor by the high-strength friction-type bolt B (8) be embedded in side fascia, there is steel cap (6) end that high-strength friction-type bolt B is placed in side fascia, and it is 30mm that high-strength friction-type bolt B stretches out side fascia to the distance of angle steel adaptor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520022545.2U CN204456526U (en) | 2015-01-13 | 2015-01-13 | The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520022545.2U CN204456526U (en) | 2015-01-13 | 2015-01-13 | The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456526U true CN204456526U (en) | 2015-07-08 |
Family
ID=53663433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520022545.2U Expired - Fee Related CN204456526U (en) | 2015-01-13 | 2015-01-13 | The syndeton of a kind of assembling type steel structure building enclosure exterior wall and H profile steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456526U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563340A (en) * | 2015-01-13 | 2015-04-29 | 沈阳建筑大学 | Connection structure of fabricated steel structure building enclosure outer wall and H-shaped steel beam |
| CN106894515A (en) * | 2017-03-30 | 2017-06-27 | 浙江达攀环保科技有限公司 | A kind of steel construction assembled architecture outer wall board connecting structure |
-
2015
- 2015-01-13 CN CN201520022545.2U patent/CN204456526U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563340A (en) * | 2015-01-13 | 2015-04-29 | 沈阳建筑大学 | Connection structure of fabricated steel structure building enclosure outer wall and H-shaped steel beam |
| CN106894515A (en) * | 2017-03-30 | 2017-06-27 | 浙江达攀环保科技有限公司 | A kind of steel construction assembled architecture outer wall board connecting structure |
| CN106894515B (en) * | 2017-03-30 | 2022-05-20 | 浙江乾刚新材料科技有限公司 | Steel construction assembly type building side fascia connection structure |
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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: 20220623 Address after: 110000 No.89 Xijiang street, Yuhong District, Shenyang City, Liaoning Province Patentee after: Yongqiang (Liaoning) Integrated Housing Co.,Ltd. Address before: No. 9, Hunnan East Road, Nanxin District, Shenyang, Liaoning 110168 Patentee before: SHENYANG JIANZHU University |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |