CN204282550U - Outdoor flushes combined type water guide deformation joint structure - Google Patents
Outdoor flushes combined type water guide deformation joint structure Download PDFInfo
- Publication number
- CN204282550U CN204282550U CN201420750770.3U CN201420750770U CN204282550U CN 204282550 U CN204282550 U CN 204282550U CN 201420750770 U CN201420750770 U CN 201420750770U CN 204282550 U CN204282550 U CN 204282550U
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- China
- Prior art keywords
- deformation joint
- receiving tank
- water receiving
- plate
- bank
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Abstract
The utility model relates to outdoor and flushes combined type water guide deformation joint structure, comprise the anti-bank of concrete being positioned at structural slab and structural beams deformation joint one or both sides, the deformation joint cover plate extending to the waterproof roll above the anti-bank of concrete and cover on above across deformation joint, be positioned at deformation joint cover plate and be arranged with plate face water receiving tank across deformation joint, the both wings fixture of plate face water receiving tank is fixed on the upper surface of the anti-bank of concrete; Water receiving tank at the bottom of the plate that the bottom surface of described structural slab or structural beams is provided with across deformation joint, the bottom land of water receiving tank at the bottom of plate has at the bottom of beam slab, and two lateral walls of water receiving tank at the bottom of plate are fixed on beam slab by fixture; Described structural slab arranges building coats, and the surface of building coats is concordant with the upper surface of deformation joint cover plate.The utility model can realize deformation joint panel and business roofing, business outdoor ground finished surface flush, and again by double-layer drainage groove, carries out functional in organized water drainage, does not affect the using function of building.
Description
Technical field
The utility model relates to outdoor and flushes the deformation joint that deformation joint and roofing flush the accessible roofs such as deformation joint.
Background technology
At present, commercial building is in large scale, commercial building roofing, grade, adopt traditional outdoor, deformation joint of roof, the anti-bank of many employings concrete adds concrete cover or the anti-bank of concrete adds roofing such as metal cover board cooperation waterproof, insulation etc., the construction of grade building way, and after its shortcoming is that deformation joint completes, comparatively roofing or outdoor ground finished surface exceed more than 250 millimeters, both unsightly, the safety of commercial building use, comfort level is affected again.
Utility model content
For solving the problems of the technologies described above, realize business outdoor ground, commercial people's deformation joint of roof and build finished surface the effect flushed, the utility model is by deformation joint Function Decomposition, deformation joint panel can be realized and business roofing, business outdoor ground finished surface flush, again by double-layer drainage groove, when rainwater enters deformation joint, carry out functional in organized water drainage, do not affect the using function of building.
Concrete technical scheme is: outdoor flushes combined type water guide deformation joint structure, comprise the anti-bank of concrete being positioned at structural slab and structural beams deformation joint one or both sides, the deformation joint cover plate extending to the waterproof roll above the anti-bank of concrete and cover on above across deformation joint, be positioned at deformation joint cover plate and be arranged with plate face water receiving tank across deformation joint, the both wings fixture of plate face water receiving tank is fixed on the upper surface of the anti-bank of concrete; Water receiving tank at the bottom of the plate that the bottom surface of described structural slab or structural beams is provided with across deformation joint, the bottom land of water receiving tank at the bottom of plate has at the bottom of beam slab, and two lateral walls of water receiving tank at the bottom of plate are fixed on beam slab by fixture; Described structural slab arranges building coats, and the surface of building coats is concordant with the upper surface of deformation joint cover plate.
Further, described plate face water receiving tank is " V " shape.
Further, water receiving tank overlap joint at the bottom of described beam slab face water receiving tank and beam slab, arch camber between the every span centre of water receiving tank at the bottom of beam slab, is provided with leader near structural column position, is derived in a organized way by the water of water receiving tank at the bottom of beam slab face water receiving tank and plate.
Further, described " V " shape plate face water receiving tank and deformation joint cover plate are fixed on metope near one end of metope, and the other end is fixed on the upper surface of the anti-bank of concrete.
Further, the outside of the anti-bank of described concrete and structural slab angle waterproof roll is cement mortar fillet.
Further, the anti-bank of described concrete is provided with waterproof roll card article, is fixed on waterproof roll card article the end of waterproof roll turning over to the anti-bank upper surface of concrete, and the gap that sealing cement filling waterproof roll end and deformation joint cover plate are formed.
Described fixture is cement nail.
Beneficial effect: plate face upper accepting water groove and deformation joint cover plate by waterproof roll pressure head by card article, are completed by ointment filleting and close up with building coats.Outsourcing water receiving tank under beam slab location plate face, forms multiple waterproof, draining mechanism, fundamentally eliminates deformation joint infiltration, leakage hidden trouble.When deformation joint is positioned at structural column place, hang under the upper accepting water groove of plate face, be connected with contiguous beam slab lower accepting water groove, thus realize deformation joint, water receiving tank is through, final guarantee deformation joint drainage effect.The appearance effect that the utility model can meet outdoor, business deformation joint of roof flushes, again by design of node and double-deck water receiving tank ensure deformation joint waterproof, drainage effect, satisfied building using function dexterously.The outward appearance needs that the utility model can either meet business outdoor, business deformation joint of roof flushes with building finished surface, can ensure using function by double-deck dash, water receiving measure again.
Accompanying drawing explanation
Fig. 1 is beam, plate place roofing or outdoor deformation joint.
Fig. 2 is Column border node place roofing or outdoor deformation joint.
Fig. 3 is the sectional drawing of Fig. 2 node 1-1.
Fig. 4 is the not contour deformation joints in both sides.
Fig. 5 is deformation joint node full-page proof.
Fig. 6 is deformation joint cover plate full-page proof.
Fig. 7 is coiled material card article full-page proof.
Fig. 8 is plate face upper accepting water groove full-page proof.
Fig. 9 is plate face lower accepting water groove full-page proof.
Figure 10 hangs water receiving tank full-page proof under Column border node.
Figure 11 is the not contour deformation joint cover plate full-page proofs in both sides.
Figure 12 is both sides not contour deformation joint plate upper accepting water groove full-page proofs.
In figure: 1-structural slab; 2-structural beams; The anti-bank of 3-concrete; Water receiving tank at the bottom of 4-plate; 5-plate face water receiving tank; 6-waterproof roll; 7-waterproof roll card article; 8-deformation joint cover plate; 9-fixture; 10-building coats; 11-sealing cement; 12-cement mortar fillet; 13-metope; 14-post; 15-plate hangs water receiving tank under face; 16-leader; 17-weld seam.
Detailed description of the invention
Embodiment 1
In Fig. 1, on structural slab (1) and structural beams (2), according to the thickness of building roof or outdoor ground building coats (10), at the deformation joint construction anti-bank of concrete (3), after the anti-bank of concrete (3) construction before waterproof coiled material construction, inner corner trim between the anti-bank of concrete (3) and structural slab (1) is constructed cement mortar fillet (12), then carries out leveling layer, sloping layer, the construction of waterproof roll layer.Before waterproof coiled material construction to deformation joint, the on-the-spot size first completing plate face water receiving tank (5) is checked, processing and fabricating, fixed installation, and the fabrication and installation of waterproof roll card article (7) and being welded and fixed.Waterproof roll is received in the draw-in groove of head between card article and deformation joint, with sealing cement (11) joint filling, finally realizes deformation joint cover plate and building roof, outdoor ground finished surface flush.According to above-mentioned design, can not enter in deformation joint by rain in theory, consider inevitable constructional deficiency and manual operation factor etc., water receiving tank (4) at the bottom of beam slab lower installation board, the water got off be carried out organizedly dredge discharge by deformation joint seepage.
Embodiment 2
In Fig. 2, on structural slab (1) and structural beams (2), according to the thickness of building roof or outdoor ground building coats (10), at the deformation joint construction anti-bank of concrete (3), after the anti-bank of concrete (3) construction before waterproof coiled material construction, inner corner trim between the anti-bank of concrete (3) and structural slab (1) is constructed cement mortar fillet (12), then carries out leveling layer, sloping layer, waterproof roll layer (6) construction.Before waterproof coiled material construction to deformation joint, the on-the-spot size of hanging water receiving tank (15) under first completing plate face is checked, processing and fabricating, fixed installation, and the fabrication and installation of waterproof roll card article (7) and being welded and fixed.Waterproof roll is received in the draw-in groove of head between card article and deformation joint, with sealing cement (11) joint filling, finally realizes deformation joint cover plate and building roof, outdoor ground finished surface flush.Hang water receiving tank 15 under plate face to overlap with water receiving tank 4 at the bottom of plate, arch camber between plate lower accepting water groove every span centre, and near the position of structural column, leader is being installed, the water in water receiving tank is carried out organizedly dredge discharge.
Embodiment 3
In Fig. 4, deformation joint side is wall, post, reversed beam, and opposite side is outside roofing multicell, the position that both sides are not contour.On structural slab (1) and structural beams (2), according to the thickness of building roof or outdoor ground building coats (10), at the deformation joint construction anti-bank of concrete (3), after the anti-bank of concrete (3) construction before waterproof coiled material construction (6), inner corner trim between the anti-bank of concrete (3) and structural slab (1) is constructed cement mortar fillet (12), then carries out leveling layer, sloping layer, waterproof roll layer (6) construction.Before waterproof coiled material construction to deformation joint, the on-the-spot size first completing plate face water receiving tank (5) is checked, processing and fabricating, fixed installation, and the fabrication and installation of waterproof roll card article (7) and being welded and fixed.Waterproof roll is received in the draw-in groove of head between card article and deformation joint, with sealing cement (11) joint filling, finally realizes deformation joint cover plate and building roof, outdoor ground finished surface flush.According to above-mentioned design, can not enter in deformation joint by rain in theory, consider inevitable constructional deficiency and manual operation factor etc., water receiving tank (4) at the bottom of beam slab lower installation board, the water got off be carried out organizedly dredge discharge by deformation joint seepage.
The weak point that the utility model exists is, is not suitable for the engineering of deformation joint distortion excessive (Vertical Settlement more than 100 millimeters or horizontal movement more than 100mm).
Claims (7)
1. outdoor flushes combined type water guide deformation joint structure, comprise the anti-bank of concrete (3) being positioned at structural slab (1) and structural beams (2) deformation joint one or both sides, the deformation joint cover plate (8) extending to the waterproof roll (6) above the anti-bank of concrete (3) and cover on above across deformation joint, it is characterized in that:
Be positioned at deformation joint cover plate (8) and be arranged with plate face water receiving tank (5) across deformation joint, the both wings fixture (9) in plate face water receiving tank (5) is fixed on the upper surface of the anti-bank of concrete (3);
Water receiving tank (4) at the bottom of the plate that the bottom surface of described structural slab (1) or structural beams (2) is provided with across deformation joint, the bottom land of water receiving tank at the bottom of plate (4) has at the bottom of beam slab, and two lateral walls of water receiving tank at the bottom of plate (4) are fixed on beam slab by fixture;
Described structural slab (1) is arranged building coats (10), the surface of building coats (10) is concordant with the upper surface of deformation joint cover plate (8).
2. deformation joint structure according to claim 1, is characterized in that: described plate face water receiving tank (5) is " V " shape.
3. deformation joint structure according to claim 1, it is characterized in that: water receiving tank (4) overlap joint at the bottom of described plate face water receiving tank (5) and plate, arch camber between water receiving tank at the bottom of plate (4) every span centre, near structural column position, leader is installed, the water of water receiving tank (4) at the bottom of plate face water receiving tank (5) and plate is derived in a organized way.
4. deformation joint structure according to claim 2, it is characterized in that: described " V " shape plate face water receiving tank (5) and deformation joint cover plate (8) are fixed on metope (13) near one end of metope (13), and the other end is fixed on the upper surface of the anti-bank of concrete (3).
5. deformation joint structure according to claim 1, is characterized in that: the anti-bank of described concrete (3) is cement mortar fillet (12) with the outside of structural slab (1) angle waterproof roll (6).
6. deformation joint structure according to claim 1, it is characterized in that: the anti-bank of described concrete (3) is provided with waterproof roll card article (7), the end of waterproof roll (6) turning over to the anti-bank of concrete (3) upper surface is fixed on waterproof roll card article (7), and the gap that sealing cement (11) filling waterproof roll end and deformation joint cover plate (8) are formed.
7. deformation joint structure according to claim 1, is characterized in that: described fixture is cement nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420750770.3U CN204282550U (en) | 2014-12-04 | 2014-12-04 | Outdoor flushes combined type water guide deformation joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420750770.3U CN204282550U (en) | 2014-12-04 | 2014-12-04 | Outdoor flushes combined type water guide deformation joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282550U true CN204282550U (en) | 2015-04-22 |
Family
ID=52865728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420750770.3U Expired - Fee Related CN204282550U (en) | 2014-12-04 | 2014-12-04 | Outdoor flushes combined type water guide deformation joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282550U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288228A (en) * | 2017-07-27 | 2017-10-24 | 中国建筑第八工程局有限公司 | The heat-insulation layer stereotyped structure and its installation method of a kind of deformation joint |
-
2014
- 2014-12-04 CN CN201420750770.3U patent/CN204282550U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288228A (en) * | 2017-07-27 | 2017-10-24 | 中国建筑第八工程局有限公司 | The heat-insulation layer stereotyped structure and its installation method of a kind of deformation joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20151204 |
|
| EXPY | Termination of patent right or utility model |