CN211736090U - Member node structure is worn out to standing-seam crimping roofing - Google Patents
Member node structure is worn out to standing-seam crimping roofing Download PDFInfo
- Publication number
- CN211736090U CN211736090U CN202020082001.6U CN202020082001U CN211736090U CN 211736090 U CN211736090 U CN 211736090U CN 202020082001 U CN202020082001 U CN 202020082001U CN 211736090 U CN211736090 U CN 211736090U
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- China
- Prior art keywords
- layer
- steel sheet
- roof
- waterproof
- shaped
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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
- 238000002788 crimping Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 69
- 239000010959 steel Substances 0.000 claims abstract description 69
- 239000000463 material Substances 0.000 claims abstract description 10
- 230000000149 penetrating effect Effects 0.000 claims abstract description 10
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 8
- 239000010935 stainless steel Substances 0.000 claims abstract description 8
- 230000004888 barrier function Effects 0.000 claims abstract description 6
- 229920000742 Cotton Polymers 0.000 claims abstract description 5
- 239000003365 glass fiber Substances 0.000 claims abstract description 5
- 230000007306 turnover Effects 0.000 claims abstract description 3
- 238000010079 rubber tapping Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 241000628997 Flos Species 0.000 claims description 6
- 239000011521 glass Substances 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 claims description 3
- 239000002390 adhesive tape Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009964 serging Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 239000012528 membrane Substances 0.000 abstract description 5
- 239000000853 adhesive Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002940 repellent Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Images
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
A node structure of a penetrating rod piece of a vertical serging roof comprises a penetrating rod piece and a multiple waterproof structure laid on a rigid roof around the penetrating rod piece, wherein the multiple waterproof structure comprises a profiled steel sheet layer, an air barrier film layer tiled on the profiled steel sheet layer, a plurality of-shaped purlins uniformly arranged at intervals, a glass fiber cotton layer and a roof panel layer, and the roof panel layer is fixed on the profiled steel sheet layer through a Z-shaped steel sheet folding piece; wear out to be equipped with the steel sheet on the member and prevent that the cask is gone up along hugging closely wearing out the member and fixed through the stainless steel staple bolt, down along buckling in to the bucket, wear out the member and be equipped with the waterproof roll material layer with roof boarding layer juncture, turn over on the waterproof roll material layer to the inside member outer wall of wearing out of steel sheet prevent that the cask is inside. The utility model discloses multiple waterproof construction makes whole roofing form a complete steel membrane of resisting wind-force, makes whole roofing reach reliable watertight and airtight effect.
Description
Technical Field
The utility model belongs to the building construction field specifically belongs to a member node structure is worn out to standing-seam crimping roofing.
Background
At present, the method of avoiding water is generally adopted for the vertical overlock roof in a construction site by adopting a conventional vertical overlock large roof method, and a vertical lock catch profiled steel sheet roof system has a 3-layer waterproof structure: 1.5mm thick rubber spraying waterproof layer + 0.3 mm thick waterproof ventilated membrane + 0.6 mm thick upright lockstitching profiled steel sheet, the waterproof ventilated membrane of 0.3 mm thick below the board of upright hasp not only has water-proof effects, and has ventilation effect, guarantees that the heat preservation is indeformable or is destroyed.
Because the vertical serging roof is connected between the roof boards through occlusion, although the waterproof coiled material or the waterproof breathable film can be radiated below the roof boards generally, the vertical serging roof still takes a drainage roof as a main part in the waterproof principle, and the lower part of the roof is still a non-closed space 1. the self-waterproof capacity of the system is insufficient 2. the weak part is more, and the leakage point is difficult to control; 3. the roof form is the sloping roof, and the structure goes out roofing water repellent treatment construction degree of difficulty and is big.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a node structure of a rod piece penetrating out of a standing-seam crimping roof, which aims to solve the technical problem of poor waterproof effect in the prior art; and the problem of high construction difficulty of slope roof waterproofing treatment is solved.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a member node structure is worn out to standing-seam crimping roofing which characterized in that: the multi-waterproof structure comprises a penetrating rod piece and a multi-waterproof structure paved on a concrete roof around the penetrating rod piece, wherein the multi-waterproof structure comprises a profiled steel sheet layer, an air isolating film layer paved on the profiled steel sheet layer, a plurality of L-shaped purlines arranged at uniform intervals, a glass fiber cotton layer and a roof panel layer, and the roof panel layer is fixed on the profiled steel sheet layer through a Z-shaped steel sheet folding piece; wear out to be equipped with the steel sheet on the member and prevent that the cask is gone up along hugging closely wearing out the member and fixed through the stainless steel staple bolt, down along buckling in to the bucket, it is equipped with waterproof coil material layer and lockstitching a border steel spare to wear out the member and roof boarding layer juncture, turn over on the waterproof coil material layer to the inside member outer wall of wearing out of steel sheet prevent that the cask is gone up, the lockstitching a border steel spare is the tubular structure of cross-section for the L type, and the member inner wall is worn out to vertical part hugging closely, and horizontal part and Z shaped steel plate book piece and roof boarding layer are fixed.
Preferably, the steel plate waterproof barrel is formed by splicing two half barrels with the wall thickness of 0.8mm through aluminum rivets, and double-faced butyl tapes are arranged at splicing seams.
Furthermore, the n-shaped purlines are provided with n-shaped pieces, and base plates are arranged between bases of the n-shaped pieces and the n-shaped purlines.
Furthermore, the thickness of the glass silk floss layer is 90-130 mm, and the glass silk floss layer is filled between the n-shaped purline and the roof board layer.
Further, the thickness of the gas barrier film layer is 0.5 mm.
Furthermore, the inverted-V-shaped purlines are fixed with the profiled steel sheet layer through 5.5-25 mm self-tapping nails.
More preferably, the distance between every two adjacent zigzag purlines is 1000 mm-1200 mm.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses a multiple waterproof specifically includes waterproof ventilated membrane, autohension waterproofing membrane, rigidity roof boarding and steel sheet waterproof barrel flashing to improve the water-proof of roofing, go out weak positions such as roofing in all structures, connect each position with the mode of bolt fastening, the purlin is connected with profiled steel sheet 3 through 5.5 × 25 self-tapping nail, confirm the fixing base direction of arranging according to the roof boarding domain, the fixing base is through 5.5 × 25 self-tapping nail and several word purlins 5, four self-tapping nails are beaten to every fixing base 5; the Z-shaped steel plate folded piece with the thickness of 1.5mm is fixed by a waterproof self-tapping nail; the 0.8mm waterproof barrel 9 is fixed by M6X 25mm bolts and is clamped tightly by a stainless steel hoop 10, and the positions of all the bolts ensure the tightness to form a closed system, so that the air tightness and the water tightness of a roof are ensured, and the hazards of leakage, dewing, frosting and the like are effectively avoided.
Drawings
Fig. 1 is a schematic structural view of a node structure of a rod piece for piercing out of a standing-seam crimping roof of the present invention;
FIG. 2 is a schematic structural view of a steel plate waterproof barrel according to the present invention;
fig. 3 is a schematic view of a connection structure of a n-shaped member and a n-shaped purlin according to the present invention;
fig. 4 is a side view of fig. 3.
Reference numerals: 1-penetrating out a rod piece; 2-a steel beam; 3-a profiled steel sheet layer; 4-gas barrier film layer; 5-inverted V-shaped purlines; 6-glass silk floss layer; 7-roof panel layer; 8-Z-shaped steel plate folding pieces; 9-a steel plate waterproof bucket; 91-half barrel; 92-aluminum tension rivets; 10-a stainless steel hoop; 11-a waterproof roll layer; 12-a few words; 13-a backing plate; 14-waterproof breathable film layer; 15-lockrand steel.
Detailed Description
In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
A vertical serging roof penetrating rod node structure comprises a penetrating rod 1 and a multiple waterproof structure paved on a rigid roof 3 around a steel beam 2, wherein the multiple waterproof structure comprises a profiled steel sheet layer 3, an air barrier film layer 4 paved on the profiled steel sheet layer 3, n-shaped purlines 5 uniformly arranged at intervals, a glass fiber cotton layer 6 and a roof panel layer 7, and the roof panel layer 7 is fixed on the profiled steel sheet layer 3 through a Z-shaped steel sheet folding piece 8; wear out and be equipped with steel sheet waterproof bucket 9 on member 1, steel sheet waterproof bucket 9 goes up along hugging closely wearing out member 1 and fixed through stainless steel staple bolt 10, lower edge is buckled to the bucket, it is equipped with waterproof coil layer 11 and lockstitching steel component 15 to wear out member 1 with roof boarding layer 7 juncture to wear out member 1, waterproof coil layer 11 upturns to the inside member 1 outer wall of wearing out of steel sheet waterproof bucket 9 on, lockstitching steel component 15 is the tubular structure that the cross-section is the L type, form by two semicircle barrel walls concatenation equally, member 1 inner wall is worn out to the vertical part hug closely, the horizontal part is fixed with Z type steel sheet book piece 8 and roof boarding layer 7, Z type steel sheet book piece 8 mainly plays the effect of supporting panel layer 7 and lockstitching steel component 15, pass through the fix with screw between the three. As shown in fig. 2, the steel plate waterproof barrel 9 is formed by assembling two half barrels 91 with the wall thickness of 0.8mm through aluminum rivets 92, an assembling joint is provided with a double-faced butyl adhesive tape 93, a plurality of character-shaped purlins 5 are provided with a plurality of character-shaped pieces 12, a base of the character-shaped pieces 12 and a base plate 13 are arranged between the character-shaped purlins 5, the character-shaped pieces 12 are uniformly arranged on the character-shaped purlins 5 at intervals, the thickness of the glass fiber cotton layer 6 is 90-130 mm, the character-shaped purlins 5 and the roof plate layer 7 are filled, the character-shaped purlins 5 are fixed with the profiled steel plate layer 3 through 5.5-25 self-tapping nails, the distance between every two adjacent character-shaped purlins 5 is 1000-1200 mm, and the thickness of.
Penetrating out of the rod piece 1 according to the structure, laying an air isolating film layer 4 on the profiled steel sheet layer 3, arranging a plurality of purlins 5 on the surface of the mounted profiled steel sheet layer 3, connecting the plurality of purlins 5 with the profiled steel sheet layer 3 through 5.5 x 25 self-tapping nails, wherein the distance between the plurality of purlins 5 is 1000mm, the distance between the self-tapping nails is 300mm, determining the arrangement direction of the n-shaped pieces 12 according to the roof board layout, as shown in figures 3 and 4, punching four self-tapping nails on the bases of the n-shaped pieces 12 and the n-shaped purlins 5 through 5.5 x 25 self-tapping nails, installing the roof glass wool layer 6, the waterproof breathable film 14 and the roof board layer 7 at the same time, the glass silk floss layer 6 and the air isolating film layer 4 laid on the same day need to complete the installation and the edge locking of the roof panel, and the 1.5mmZ steel plate folding piece 8 is adopted to carry out the edge folding at the transferring position so as to avoid the damage of wind and rain and snow weather to the finished structural layer; the self-adhesive waterproof coiled material with the thickness of 1.5mm is turned over by 250mm upwards along the steel column, and the outer surface of the self-adhesive waterproof coiled material is secondarily protected from water by a 0.8mm steel plate waterproof sleeve and is fixed by a 25mm stainless steel hoop and M6 25mm bolts.
The construction and installation process flow comprises the following steps: d36 profiled sheet (1.5 mm) → PP vapour barrier film ET140(0.5mm) → cold-roll forming purlin (1.5mm thick 30 x 40 x 60 x 30); the method comprises the following steps of @1000 → installation of the n-shaped part and the fixed seat → -glass floss (130 mm thick and 40kg/M volume weight) → waterproof breathable film (0.5mm thick) → roof panel (adopting 0.8mm thick vertical serging profiled steel plate, plate type 65/425) → serging steel part/L-shaped Z-shaped steel plate folding part (1.5mm thick) → waterproof self-tapping nail → self-adhesive waterproof coiled material (1.5 mm) → steel plate waterproof barrel (0.8 mm) → stainless steel anchor ear fixation (adopting M6 × 25mm bolt fixation).
The construction needs attention as follows:
1. when the joint is constructed, the damage caused by the internal stress of expansion with heat and contraction with cold between the roof panel and the roof structure when the temperature changes is avoided.
2. The node is provided with the steel plate waterproof barrel, and is firm to mount, so that the product is prevented from shaking due to influence of wind power and the like.
3. The utility model discloses adjust corresponding size according to actual conditions.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. The utility model provides a member node structure is worn out to standing-seam crimping roofing which characterized in that: the waterproof structure comprises a penetrating rod piece (1) and a multiple waterproof structure laid on a profiled steel sheet layer (3) on a steel beam (2), wherein the multiple waterproof structure comprises the profiled steel sheet layer (3), an air isolating film layer (4) paved on the profiled steel sheet layer (3), a plurality of-shaped purlines (5) uniformly arranged at intervals, a waterproof breathable film layer (14), a glass fiber cotton layer (6) and a roof panel layer (7), and the roof panel layer (7) is fixed on the profiled steel sheet layer (3) through a Z-shaped steel sheet folding piece (8); it prevents that water bucket (9) is equipped with the steel sheet to wear out on member (1), it is fixed through stainless steel staple bolt (10) to follow to hug closely on steel sheet prevents that water bucket (9) are gone up, buckle in the bucket down, it is equipped with waterproof coil material layer (11) and lockstitching steel component (15) to wear out member (1) and roof panel layer (7) juncture, turn over on waterproof coil material layer (11) to the inside member (1) outer wall of wearing out of steel sheet prevents that water bucket (9) is gone up, lockstitching steel component (15) are the tubular structure of cross-section for the L type, and member (1) inner wall is worn out to vertical part hugging closely, and horizontal part and Z shaped steel sheet roll over piece (8) and roof panel layer (7) are fixed.
2. An upright-lockrand roof piercing bar node structure as claimed in claim 1, wherein: the steel plate waterproof barrel (9) is formed by assembling two half barrels (91) with the wall thickness of 0.8mm through aluminum pull rivets (92), and double-faced butyl adhesive tapes (93) are arranged at assembling seams.
3. An upright-lockrand roof piercing bar node structure as claimed in claim 2, wherein: a plurality of pieces of characters (12) are arranged on the plurality of character-shaped purlines (5), and a cushion plate (13) is arranged between a base of each piece of characters (12) and each character-shaped purline (5).
4. An upright-lockrand roof piercing bar node structure as claimed in claim 1, wherein: the glass silk floss layer (6) is 90-130 mm thick and is filled between the inverted V-shaped purline (5) and the roof panel layer (7).
5. An upright-lockrand roof piercing bar node structure as claimed in claim 1, wherein: the thickness of the gas barrier film layer (4) is 0.5 mm.
6. An upright-lockrand roof piercing bar node structure as claimed in claim 1, wherein: the inverted V-shaped purline (5) is fixed with the profiled steel sheet layer (3) through a 5.5-25 mm type self-tapping nail.
7. An upright-lockrand roof piercing rod member node structure as claimed in any one of claims 1 to 6, wherein: the distance between every two adjacent n-shaped purlines (5) ranges from 1000mm to 1200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020082001.6U CN211736090U (en) | 2020-01-15 | 2020-01-15 | Member node structure is worn out to standing-seam crimping roofing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020082001.6U CN211736090U (en) | 2020-01-15 | 2020-01-15 | Member node structure is worn out to standing-seam crimping roofing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211736090U true CN211736090U (en) | 2020-10-23 |
Family
ID=72881851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020082001.6U Expired - Fee Related CN211736090U (en) | 2020-01-15 | 2020-01-15 | Member node structure is worn out to standing-seam crimping roofing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211736090U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000661A (en) * | 2021-10-25 | 2022-02-01 | 中国建筑第五工程局有限公司 | Waterproof pressure tank sealing structure for vertical serging roof coiled material and construction method |
-
2020
- 2020-01-15 CN CN202020082001.6U patent/CN211736090U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000661A (en) * | 2021-10-25 | 2022-02-01 | 中国建筑第五工程局有限公司 | Waterproof pressure tank sealing structure for vertical serging roof coiled material 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: 20201023 Termination date: 20220115 |