CN209163051U - A kind of floor and H profile steel beam connection structure - Google Patents
A kind of floor and H profile steel beam connection structure Download PDFInfo
- Publication number
- CN209163051U CN209163051U CN201822062306.6U CN201822062306U CN209163051U CN 209163051 U CN209163051 U CN 209163051U CN 201822062306 U CN201822062306 U CN 201822062306U CN 209163051 U CN209163051 U CN 209163051U
- Authority
- CN
- China
- Prior art keywords
- impeller
- steel beam
- profile steel
- layer
- interior
- 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 88
- 239000010959 steel Substances 0.000 title claims abstract description 88
- 239000000853 adhesive Substances 0.000 claims abstract description 24
- 230000001070 adhesive effect Effects 0.000 claims abstract description 24
- 229920006389 polyphenyl polymer Polymers 0.000 claims abstract description 7
- 239000006260 foam Substances 0.000 claims abstract description 6
- 239000010410 layer Substances 0.000 claims description 40
- 239000003513 alkali Substances 0.000 claims description 17
- 239000004744 fabric Substances 0.000 claims description 17
- 239000003365 glass fiber Substances 0.000 claims description 17
- 239000012790 adhesive layer Substances 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000009413 insulation Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000004568 cement Substances 0.000 description 4
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000009977 dual effect Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
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- Woven Fabrics (AREA)
Abstract
The utility model provides a kind of floor and H profile steel beam connection structure, exterior wall includes interior impeller and outer impeller, U-shaped steel board is welded on two flange plates of H profile steel beam, inserted with interior impeller in U-shaped steel board, the first adhesive special layer is equipped between interior impeller and U-shaped steel board, the U-shaped steel board welded on H profile steel beam top flange plate is also welded with angle steel in inner side of outer wall, floorboard is bonded with above angle steel, the second adhesive special layer is equipped between floorboard and interior impeller, outer impeller is set on the outside of H profile steel beam, polyphenyl foam plate is bonded between outer impeller and the web of H profile steel beam, the utility model floor and H profile steel beam connection structure have excellent thermal and insulating performance, and pass through welding U-shaped steel board and angle steel in floor and H profile steel Liang Chu, increase the bearing capacity and rigidity of steel building, enhance steel building Globality and shock resistance.
Description
Technical field
The utility model relates to steel building field more particularly to a kind of floor and H profile steel beam connection structures.
Background technique
In recent years, steel building saves human resources, improves production efficiency, ensures quality function, green due to having
Environmental protection, the low advantage of energy consumption are widelyd popularize, however the processing of many detail treatments is incomplete, gradually exposes many and asks
Topic, such as the poor thermal insulation property of structure, bearing capacity and rigidity is small, globality poor and shock resistance difference.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art and insufficient, a kind of floor is provided and H profile steel beam connects
Binding structure, the floor and H profile steel beam connection structure use ASA series of plates for the building enclosure of steel building, due to ASA series
It is filler material that plate, which uses flyash, is use cement as a cement, using reinforcing bar as a kind of building board made of reinforcing material, so that steel
Structural construction has the characteristics that light weight, intensity height, insulation, sound insulation, construction are convenient, and peripheral structure is even more using dual
ASA series of plates, high degree enhance the performance of the insulation of steel building, pass through welding U in floor and H profile steel Liang Chu
Fashioned iron board and angle steel increase the bearing capacity and rigidity of steel building, enhance the globality and antidetonation of steel building
Property.
In order to achieve the above purposes, the technical solution adopted by the utility model is: a kind of floor and H profile steel beam connection structure,
Include floorboard, exterior wall, H profile steel beam, U-shaped steel board, the first adhesive special layer, angle steel, the second adhesive special layer, gather
Benzene cystosepiment, third adhesive special layer, split bolt, screed-coat, alkali resistant glass fibre open weave cloth layer, alkali resistant glass fibre open weave cloth are reinforced
Layer;The exterior wall includes interior impeller and outer impeller;U-shaped steel board is welded on two flange plates of the H profile steel beam;The U
Fashioned iron board interpolation, which enters, interior impeller;The first adhesive special layer is equipped between the interior impeller and U-shaped steel board;The H-type
The U-shaped steel board welded on girder steel top flange plate is also welded with angle steel in inner side of outer wall;Floorboard is bonded with above the angle steel;
The second adhesive special layer is equipped between the floorboard and interior impeller;The outer impeller is set on the outside of H profile steel beam;The siphonal lobe
Polyphenyl foam plate is bonded between plate and the web of H profile steel beam;It is set between the outer impeller and interior impeller at interval of 300-600mm
There is third adhesive special layer;Split bolt is additionally provided at interval of 300-600mm between the outer impeller and interior impeller;Described
Three adhesive special layers are alternate with split bolt to be staggered;The outer impeller outer surface is coated with levelling with interior impeller inner surface
Layer, the screed-coat is interior to be equipped with alkali resistant glass fibre open weave cloth layer;The screed-coat of the interior impeller inner surface extend on floorboard and in
Corner is equipped with alkali resistant glass fibre open weave cloth enhancement layer.
Preferably, the distance between the outer impeller and interior impeller are 10-30mm.
Preferably, two hem width degrees of the alkali resistant glass fibre open weave cloth enhancement layer are 200-300mm.
Preferably, the floorboard, interior impeller, outer impeller are ASA series of plates.
The beneficial effects of the utility model are: the floor uses ASA series of plates to build for steel construction with H profile steel beam connection structure
The building enclosure built since ASA series of plates uses flyash is filler material, is use cement as a cement, using reinforcing bar as reinforcing material
A kind of manufactured building board, so that steel building has, light weight, intensity height, insulation, sound insulation, construct the spies such as convenient
Point, peripheral structure are even more to use dual ASA series of plates, and high degree enhances the performance of the insulation of steel building,
In floor and H profile steel Liang Chu by welding U-shaped steel board and angle steel, the bearing capacity and rigidity of steel building are increased, is enhanced
The globality and shock resistance of steel building.
Detailed description of the invention
Fig. 1 is floor and H profile steel beam attachment structure schematic diagram.
Wherein: 1 is floorboard, and 2 be exterior wall, and 21 be interior impeller, and 22 be outer impeller, and 3 be H profile steel beam, and 4 be U-shaped steel board,
5 be the first adhesive special layer, and 6 be angle steel, and 7 be the second adhesive special layer, and 8 be polyphenyl foam plate, and 9 be the dedicated bonding of third
Oxidant layer, 10 be split bolt, and 11 be screed-coat, and 12 be alkali resistant glass fibre open weave cloth layer, and 13 be alkali resistant glass fibre open weave cloth enhancement layer.
Specific embodiment
In conjunction with attached drawing 1, the utility model is described in further detail.
It include floorboard 1, exterior wall 2, H profile steel beam 3, U-shaped as shown in Figure 1, a kind of floor and H profile steel beam connection structure
Steel plate clamp 4, the first adhesive special layer 5, angle steel 6, the second adhesive special layer 7, polyphenyl foam plate 8, third adhesive special
Layer 9, split bolt 10, screed-coat 11, alkali resistant glass fibre open weave cloth layer 12, alkali resistant glass fibre open weave cloth enhancement layer 13;The floorboard 1
For ASA-LZ plate;The exterior wall 2 includes interior impeller 21 and outer impeller 22, and the interior impeller 21 and outer impeller 22 are ASA-FX
Plate;U-shaped steel board 4 is welded on two flange plates of the H profile steel beam 3;Inserted with interior impeller 21 in the U-shaped steel board 4;
The first adhesive special layer 5 is equipped between the interior impeller 21 and U-shaped steel board 4;It is welded on 3 top flange plate of H profile steel beam
U-shaped steel board 4 be also welded with angle steel 6 in the inside of exterior wall 2;Floorboard 1 is bonded with above the angle steel 6;The floorboard 1 with
The second adhesive special layer 7 is equipped between interior impeller 21;The outer impeller 22 is set to 3 outside of H profile steel beam;The outer impeller 22 with
Polyphenyl foam plate 8 is bonded between the web of H profile steel beam 3;It is equipped between the outer impeller 22 and interior impeller 21 at interval of 500mm
Third adhesive special layer 9;Split bolt 10 is additionally provided at interval of 500mm between the outer impeller 22 and interior impeller 21;It is described
Third adhesive special layer 9 is alternate with split bolt 10 to be staggered;22 outer surface of outer impeller is applied with interior 21 inner surface of impeller
It is wiped with screed-coat 11, alkali resistant glass fibre open weave cloth layer 12 is equipped in the screed-coat 11;The screed-coat 11 of 21 inner surface of interior impeller
It extends on floorboard 1 and is equipped with alkali resistant glass fibre open weave cloth enhancement layer 13 in corner.
When it is implemented, the distance between the outer impeller 22 and interior impeller 21 are 20mm.
When it is implemented, two hem width degrees of the alkali resistant glass fibre open weave cloth enhancement layer 13 are 200mm.
When it is implemented, the floorboard 1, interior impeller 21, outer impeller 22 are ASA series of plates.
Claims (4)
1. a kind of floor and H profile steel beam connection structure, it is characterised in that: include floorboard, exterior wall, H profile steel beam, U-shaped steel plate
Card, the first adhesive special layer, angle steel, the second adhesive special layer, polyphenyl foam plate, third adhesive special layer, to draw spiral shell
Bolt, screed-coat, alkali resistant glass fibre open weave cloth layer, alkali resistant glass fibre open weave cloth enhancement layer;The exterior wall includes interior impeller and outer impeller;Institute
It states and is welded with U-shaped steel board on two flange plates of H profile steel beam;Inserted with interior impeller in the U-shaped steel board;The interior impeller
The first adhesive special layer is equipped between U-shaped steel board;The U-shaped steel board welded on the H profile steel beam top flange plate is in outer
Side is also welded with angle steel within the walls;Floorboard is bonded with above the angle steel;Second is equipped between the floorboard and interior impeller specially
Use adhesive layer;The outer impeller is set on the outside of H profile steel beam;Polyphenyl is bonded between the outer impeller and the web of H profile steel beam
Cystosepiment;Third adhesive special layer is equipped at interval of 300-600mm between the outer impeller and interior impeller;The outer impeller with
Split bolt is additionally provided at interval of 300-600mm between interior impeller;Third adhesive special layer mistake alternate with split bolt
It opens;The outer impeller outer surface and interior impeller inner surface are coated with screed-coat, and alkali resistant glass fibre open weave cloth is equipped in the screed-coat
Layer;The screed-coat of the interior impeller inner surface extends on floorboard and is equipped with alkali resistant glass fibre open weave cloth enhancement layer in corner.
2. a kind of floor according to claim 1 and H profile steel beam connection structure, it is characterised in that: the outer impeller with it is interior
The distance between impeller is 10-30mm.
3. a kind of floor according to claim 1 and H profile steel beam connection structure, it is characterised in that: the alkali-resistant glass fiber mesh
Two hem width degrees of lattice cloth enhancement layer are 200-300mm.
4. a kind of floor according to claim 1 and H profile steel beam connection structure, it is characterised in that: the floorboard, internal lobe
Plate, outer impeller are ASA series of plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822062306.6U CN209163051U (en) | 2018-12-08 | 2018-12-08 | A kind of floor and H profile steel beam connection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822062306.6U CN209163051U (en) | 2018-12-08 | 2018-12-08 | A kind of floor and H profile steel beam connection structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209163051U true CN209163051U (en) | 2019-07-26 |
Family
ID=67342910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822062306.6U Expired - Fee Related CN209163051U (en) | 2018-12-08 | 2018-12-08 | A kind of floor and H profile steel beam connection structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209163051U (en) |
-
2018
- 2018-12-08 CN CN201822062306.6U patent/CN209163051U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200317 Address after: 325000 4 buildings of Lu Xiang business center, Shuang Yu Street, Wenzhou, Zhejiang. Patentee after: ZHEJIANG XINBANG CONSTRUCTION Co.,Ltd. Address before: 510000 No. 9 Changxing Road, Changgang Village, Jianggao Town, Baiyun District, Guangzhou City, Guangdong Province Patentee before: Cai Shengfeng |
|
TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190726 |
|
CF01 | Termination of patent right due to non-payment of annual fee |