CN212001740U - Be applied to steel construction engineering's prefabricated assembled composite sheet - Google Patents
Be applied to steel construction engineering's prefabricated assembled composite sheet Download PDFInfo
- Publication number
- CN212001740U CN212001740U CN202020070697.0U CN202020070697U CN212001740U CN 212001740 U CN212001740 U CN 212001740U CN 202020070697 U CN202020070697 U CN 202020070697U CN 212001740 U CN212001740 U CN 212001740U
- Authority
- CN
- China
- Prior art keywords
- banding
- fossil fragments
- keel
- concave
- edge sealing
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- 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
- 239000002131 composite material Substances 0.000 title claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 14
- 239000010959 steel Substances 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000012634 fragment Substances 0.000 claims abstract description 53
- 239000011490 mineral wool Substances 0.000 claims abstract description 21
- 239000011120 plywood Substances 0.000 claims abstract description 10
- 238000012856 packing Methods 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims description 43
- 239000006260 foam Substances 0.000 claims description 6
- 238000004880 explosion Methods 0.000 description 6
- 238000013022 venting Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000010079 rubber tapping Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002966 varnish Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a be applied to steel construction engineering's prefabricated assembled composite sheet, belongs to assembly type building technical field, prefabricated composite sheet includes the face plywood, fills rock wool board, banding fossil fragments, the banding fossil fragments include banding protruding fossil fragments, the banding concave keel, be equipped with the packing rock wool board between the face plywood, the link of composite sheet is equipped with banding protruding fossil fragments or the banding concave keel, link to each other through banding protruding fossil fragments, the banding concave keel concatenation of flange between the prefabricated composite sheet, the upper and lower both ends of banding protruding fossil fragments or the banding concave keel concatenation department are equipped with the stuck point. The utility model discloses a set up protruding fossil fragments of banding, the concave fossil fragments of banding in composite sheet concatenation department, realize that the concatenation is convenient, solve the problem of construction inconvenience, polluted environment.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure, especially, relate to a be applied to steel construction engineering's prefabricated assembled composite sheet.
Background
The assembled partition board in the prior art is generally an inner-outer double-layer board, the warm-keeping and sound-insulating effects are not good, the boards are connected with keels and boards by virtue of shooting nails, and the firmness is poor. The rock wool boards are clamped between the boards, so that the heat preservation, sound insulation, fire prevention and explosion relief effects can be improved, the weight is reduced relative to a masonry wall, the threading is convenient, the rock wool boards are distributed and installed on site in the existing construction process, the construction process is complicated, and the produced garbage pollutes the environment.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem that exists, the utility model provides a be applied to steel construction engineering's prefabricated assembled composite sheet through setting up protruding fossil fragments of banding, the concave fossil fragments of banding in composite sheet concatenation department, realizes that the concatenation is convenient, solves the problem that the construction is inconvenient, polluted environment.
The utility model adopts the following technical scheme:
the utility model provides a be applied to steel construction engineering's prefabricated assembled composite sheet, prefabricated composite sheet includes the face plywood, fills rock wool board, banding fossil fragments include banding protruding fossil fragments, the concave fossil fragments of banding, be equipped with between the face plywood and fill the rock wool board, the link of composite sheet is equipped with banding protruding fossil fragments or the concave fossil fragments of banding, link to each other through the banding protruding fossil fragments of flange, the concatenation of the concave fossil fragments of banding between the prefabricated composite sheet, the upper and lower both ends of banding protruding fossil fragments or the concave fossil fragments concatenation department of banding are equipped with the stuck point.
Furthermore, the joint height of the edge sealing convex keel and the edge sealing concave keel of the prefabricated composite board is matched, and sealing foam strips are arranged at the upper end and the lower end of the edge sealing concave keel.
Furthermore, the fixed ends of the edge sealing convex keel and the edge sealing concave keel are arranged between the surface plate and the filling rock wool plate and fixed through countersunk nails.
Further, be equipped with vertical enhancement fossil fragments, horizontal support fossil fragments in the prefabricated composite sheet, even equidistance still is equipped with the hole on the vertical enhancement fossil fragments.
Furthermore, the clamping points on the edge sealing convex keel and the edge sealing concave keel are convex clamping points, and the clamping points are clamped and fixed in a staggered mode after the edge sealing convex keel and the edge sealing concave keel are spliced.
Further, when the prefabricated composite board is connected with the main body, an edge sealing convex keel or an edge sealing concave keel is arranged at the splicing end of the main body, and the prefabricated composite board is spliced with the main body through the edge sealing convex keel or the edge sealing concave keel.
Drawings
Fig. 1 is a schematic structural view of the novel composite plate with edge sealing convex keels;
fig. 2 is a schematic structural view of the composite plate with the edge sealing concave keel according to the utility model;
FIG. 3 is a schematic view of a connection node between the prefabricated composite boards according to the present invention;
FIG. 4 is a vertical reinforcement keel;
FIG. 5 is a schematic view of a steel keel layout;
FIG. 6 is a first schematic view of the connection between the composite board and the main structure;
fig. 7 is a second schematic view of the connection between the composite board and the main body structure.
The components in the figure: 1 is a surface plate, 2 is a filling rock wool plate, 3 is an edge sealing convex keel, 4 is a first clamping point, 5 is a countersunk head nail, 6 is an edge sealing concave keel, 7 is a second clamping point, 8 is a sealing foam strip, 9 is a hole, 10 is a main structure, 11 is a switching concave keel, 12 is a shooting nail or a self-tapping nail, 13 is a switching convex keel, and 14 is a transverse supporting keel.
Detailed Description
The present invention will be further explained with reference to the drawings and the embodiments.
Example 1
The utility model provides a be applied to steel construction engineering's prefabricated assembled composite sheet, includes face plywood 1, packs rock wool board 2, the protruding fossil fragments of banding 3, first stuck point 4, countersunk head nail 5, the concave fossil fragments of banding 6, second stuck point 7, sealed foam strip 8, hole 9, major structure 10, switching concave fossil fragments 11, penetrates nail or from tapping 12, the protruding fossil fragments of switching 13, horizontal support fossil fragments 14.
Prefabricated composite sheet accompanies packing rock wool board 2 for between the face plywood 1, the prefabricated composite sheet link is equipped with the protruding fossil fragments of banding 3 or the concave fossil fragments of banding 6 respectively, the protruding fossil fragments of banding 3 is outwards protruding for packing 2 than the face plywood edge of rock wool board, with the protruding fossil fragments of banding 3 banding, the protruding fossil fragments of banding 3 are made for thin iron plate, and 2 parcels of outstanding packing rock wool board, 3 afterbody stiff ends of the protruding fossil fragments of banding arrange in between face plywood 1 and the packing rock wool board 2 through countersunk head nail 5 fixed, and 3 afterbody stiff ends of the protruding fossil fragments of banding buckle to the board center, insert in the packing rock wool board 2. The edge sealing concave keel 6 is basically consistent with the edge sealing convex keel 3, and is different from the edge sealing concave keel in that the edges of the filled rock wool boards 2 are inwards sunken relative to the edges of the surface boards 1, and the edge sealing of the edge sealing concave keel 6 is performed on the filled rock wool boards 2 in the sunken positions. When in connection, the prefabricated composite boards are spliced and connected with the edge sealing concave keel 6 through the edge sealing convex keel 3 at the edge of the board. After splicing, sealing foam strips 8 are arranged at the upper end and the lower end of the edge sealing concave keel 6 for sealing. Protruding stuck point of form is made with the thin iron plate of the protruding fossil fragments of banding 3 concatenation department to banding concave keel 6, and banding convex keel 3 system has first stuck point 4 from top to bottom, banding concave keel 6 system from top to bottom has second stuck point 7, and first stuck point 4 links to each other with the crisscross joint of second stuck point 7 each other after the concatenation.
In order to increase the strength, vertical reinforcing keels and horizontal supporting keels 14 which are staggered transversely and longitudinally are arranged between the prefabricated composite boards, and the vertical reinforcing keels and the horizontal supporting keels 14 are connected through binding or splicing or welding. For lightening weight and improving bonding force, holes 9 are uniformly arranged on the vertical reinforcing keel at equal intervals, so that the effect of lightening weight and increasing bonding force is realized.
When prefabricated composite sheet is connected with main part 10 (main part such as roof beam, post promptly), through penetrating nail or the fixed switching protruding fossil fragments 13 of self-tapping nail 12 or switching concave keel 11 in the main part of concatenation department, switching protruding fossil fragments 13 or the anterior overlap joint end of the concave keel 11 of switching are unanimous with banding protruding fossil fragments 3, banding concave keel 6, are equipped with the stuck point equally, and its afterbody stiff end is laminated in the main part surface and fixes on main part 10 through penetrating nail or self-tapping nail 12. The prefabricated composite board and the main body 10 are spliced and connected with the switching concave keel 11 on the main body through the edge sealing convex keel 3 on the board edge, or spliced and connected with the switching convex keel 13 on the main body through the edge sealing concave keel 6 on the board edge. The upper end and the lower end in the edge sealing concave keel 6 at the splicing part are provided with sealing foam strips 8.
The surface plate 1 adopts a 10mm cement pressure plate, and a reinforcing keel is arranged between the inner surface plate and the outer surface plate and is filled with a rock wool plate. Because the surface course is the cement material, can carry out secondary construction, conveniently scribble cement, real mineral varnish etc.. The rock wool board has the characteristics of heat preservation, sound insulation, fire prevention and the like.
Example 2
The explosion venting plate is basically the same as the embodiment 1, and is different from the surface plate 1 in that a 10mm explosion venting plate for explosion venting function is adopted, and the explosion venting plate has the same explosion venting function.
Claims (6)
1. The utility model provides a be applied to steel construction engineering's prefabricated assembled composite sheet which characterized in that: the composite sheet includes face plywood (1), packing rock wool board (2), banding fossil fragments, the banding fossil fragments include banding protruding fossil fragments (3), the concave fossil fragments of banding (6), be equipped with between face plywood (1) and pack rock wool board (2), the link of composite sheet is equipped with banding protruding fossil fragments (3) or the concave fossil fragments of banding (6), it links to each other to splice through the banding protruding fossil fragments (3), the concave fossil fragments of banding (6) of flange between the composite sheet, the upper and lower both ends of banding protruding fossil fragments of (3) or the concave fossil fragments of banding (6) concatenation department are equipped with the stuck point.
2. The prefabricated composite board applied to steel structure engineering according to claim 1, wherein: the joint height of the edge sealing convex keel (3) and the edge sealing concave keel (6) of the composite board is matched, and sealing foam strips (8) are arranged at the upper end and the lower end of the edge sealing concave keel (6).
3. The prefabricated composite board applied to steel structure engineering according to claim 1, wherein: the fixed ends of the edge sealing convex keel (3) and the edge sealing concave keel (6) are arranged between the surface plate (1) and the filling rock wool board (2) and fixed through countersunk head nails (5).
4. The prefabricated composite board applied to steel structure engineering according to claim 1, wherein: be equipped with vertical enhancement fossil fragments, horizontal support fossil fragments in the composite sheet, even equidistance still is equipped with hole (9) on the vertical enhancement fossil fragments.
5. The prefabricated composite board applied to steel structure engineering according to claim 1, wherein: the clamp point on protruding fossil fragments of banding (3) and banding concave keel (6) is protruding form clamp point, and the joint that misplaces each other of the two clamp point is fixed after protruding fossil fragments of banding (3) and the concatenation of banding concave keel (6).
6. The prefabricated composite board applied to steel structure engineering according to claim 1, wherein: when the composite board is connected with the main body (10), the edge sealing convex keel (3) or the edge sealing concave keel (6) is arranged at the splicing end of the main body (10), and the composite board is spliced with the main body (10) through the edge sealing convex keel (3) or the edge sealing concave keel (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020070697.0U CN212001740U (en) | 2020-01-14 | 2020-01-14 | Be applied to steel construction engineering's prefabricated assembled composite sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020070697.0U CN212001740U (en) | 2020-01-14 | 2020-01-14 | Be applied to steel construction engineering's prefabricated assembled composite sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212001740U true CN212001740U (en) | 2020-11-24 |
Family
ID=73425742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020070697.0U Expired - Fee Related CN212001740U (en) | 2020-01-14 | 2020-01-14 | Be applied to steel construction engineering's prefabricated assembled composite sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212001740U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658230A (en) * | 2022-03-03 | 2022-06-24 | 中建三局安装工程有限公司 | Sandwich plate firewall construction technology |
| CN114753581A (en) * | 2022-04-25 | 2022-07-15 | 中建八局第二建设有限公司 | Assembly type device for quickly assembling clean plate and construction method |
-
2020
- 2020-01-14 CN CN202020070697.0U patent/CN212001740U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658230A (en) * | 2022-03-03 | 2022-06-24 | 中建三局安装工程有限公司 | Sandwich plate firewall construction technology |
| CN114753581A (en) * | 2022-04-25 | 2022-07-15 | 中建八局第二建设有限公司 | Assembly type device for quickly assembling clean plate and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201124 |