CN110644689A - Structure for draining inclined ditch of cross ridge roof of palace type building and construction method thereof - Google Patents
Structure for draining inclined ditch of cross ridge roof of palace type building and construction method thereof Download PDFInfo
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- CN110644689A CN110644689A CN201911029333.6A CN201911029333A CN110644689A CN 110644689 A CN110644689 A CN 110644689A CN 201911029333 A CN201911029333 A CN 201911029333A CN 110644689 A CN110644689 A CN 110644689A
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- 238000010276 construction Methods 0.000 title abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 239000000463 material Substances 0.000 claims abstract description 48
- 239000002023 wood Substances 0.000 claims abstract description 47
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 28
- 239000010935 stainless steel Substances 0.000 claims abstract description 28
- 239000011449 brick Substances 0.000 claims abstract description 25
- 239000011083 cement mortar Substances 0.000 claims abstract description 14
- 230000000694 effects Effects 0.000 claims abstract description 8
- 239000011120 plywood Substances 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 12
- 239000004698 Polyethylene Substances 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 239000012528 membrane Substances 0.000 description 5
- 238000004078 waterproofing Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- XKRFYHLGVUSROY-UHFFFAOYSA-N Argon Chemical compound [Ar] XKRFYHLGVUSROY-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910052786 argon Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
- E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
- E04D13/158—Trimming strips; Edge strips; Fascias; Expansion joints for roofs covering the overhang at the eave side, e.g. soffits, or the verge of saddle roofs
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a structure for draining water of an inclined ditch of a cross ridge roof of a palace type building and a construction method thereof.A truss is provided with a purse edge, a brick is laid on the purse edge, a wood block is arranged at the gap of the brick and is fixedly connected with the purse edge, the wood block is convexly arranged on the upper surface of the brick, battens arranged transversely and longitudinally are placed on the wood block and are fixedly connected with the wood block, a layer of clamping plate is covered on the batten, a waterproof coiled material is covered on the clamping plate, the length direction of the waterproof coiled material is vertical to the direction of the ridge, a reinforced cement mortar layer is arranged on the waterproof coiled material, and a small grey tile roof is laid on the waterproof coiled material; and a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch. The wood block is used for effectively bearing the batten waterproof coiled material on the wood block, so that the phenomenon that the material on the wood block slides down can be effectively avoided; the drainage corner of the inclined roof ditch is provided with a stainless steel conveying trough which is of a dustpan type funnel structure, and openings at two folding edges are respectively connected with a water pipe and penetrate through the surrounding ridge so as to convey water to the middle of the lower roof ridge; the plywood is covered with the waterproof coiled material, so that a better leakage-resistant effect is achieved.
Description
Technical Field
The invention relates to a drainage structure of an inclined ditch on a cross ridge roof of a palace type building and a construction method thereof.
Background
At present, ancient building palace formula building is more and more popularized and the volume is bigger and bigger more and more, and the molding is unique, palace formula building cross ridge roofing, its roofing molding is unique, and the ridge is the cross, is equipped with all around and encloses the ridge, for falling leaf construction method all around, eight drainage directions on upper portion roofing are equipped with four sloping ditches drainage, freely fall into water at sloping ditch drainage corner to lower part roofing, and the drainage needs redirecting and passes and encloses the ridge, the easy seepage very much in the work progress.
The water freely falls into the water from the drainage corner of the inclined ditch to the lower roof, and the drainage needs to change the direction and pass through the surrounding ridge, so the water is easy to leak in the construction process.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides a structure for draining water from an inclined ditch on a cross ridge roof of a palace type building and a construction method thereof.
The purpose of the invention is realized by the following technical scheme:
the structure of palace formula building cross ridge roofing inclined trench drainage, characteristics are: the roof truss is provided with a pocket edge, a roof brick is laid on the pocket edge, a wood block is arranged at the gap of the roof brick, the wood block is fixedly connected with the pocket edge, the wood block is convexly arranged on the upper surface of the roof brick, battens arranged transversely and longitudinally are placed on the wood block and fixedly connected with the wood block, a layer of clamp plate is covered on the batten, a waterproof coiled material is covered on the clamp plate, the length direction of the waterproof coiled material is vertical to the direction of a ridge, a reinforced cement mortar layer is arranged on the waterproof coiled material, and a small blue tile roof is laid on the waterproof coiled material; and a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch.
Further, foretell structure of palace formula building cross ridge roofing inclined ditch drainage, wherein, waterproofing membrane sets up 15cm at least, and waterproofing membrane's upper portion is compressed tightly through the water strip.
Further, the above-mentioned structure of palace formula building cross ridge roofing inclined groove drainage, wherein, the water bar direction is parallel with the ridge direction.
Further, the above-mentioned structure of palace formula building cross ridge roofing inclined groove drainage, wherein, waterproofing membrane is sbs waterproofing membrane or polyethylene waterproofing membrane.
Further, foretell structure of palace formula building cross ridge roofing inclined ditch drainage, wherein, stainless steel fortune chute is dustpan formula funnel structure.
Further, foretell structure of palace formula building cross ridge roofing inclined ditch drainage, wherein, dustpan formula funnel structure's two limit department trompils of turning over connect a water pipe respectively, and the water pipe passes and encloses the ridge.
The invention relates to a construction method of a drainage structure of an inclined ditch on a cross ridge roof of a hall building, which comprises the following steps:
step S1: arranging a purse edge on the roof truss, and paving a telescopic brick on the purse edge;
step S2: the gaps of the telescopic bricks are stuffed with wood blocks, the upper surfaces of the wood blocks are higher than the upper surfaces of the telescopic bricks, and the wood blocks are fixedly connected with the pouch edges to prevent the wood blocks from sliding downwards; the battens arranged along the transverse direction and the longitudinal direction are placed on the wood block and are fixedly connected with the wood block, and a layer of clamping plate is covered on the battens;
step S3: the plywood is covered with a waterproof coiled material, the length direction of the waterproof coiled material is vertical to the ridge direction, and the waterproof coiled material is at least erected for 15 cm;
step S4: the upper part of the waterproof coiled material is tightly pressed by the water bar, and the direction of the water bar is parallel to the direction of the ridge, so that the leakage resistance effect is realized;
step S5: a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch;
step S6: the waterproof roll is provided with a reinforced cement mortar layer, and a small blue tile roof is laid on the reinforced cement mortar layer.
Furthermore, the construction method of the palace type building cross ridge roof inclined ditch drainage structure comprises the steps of placing a full-size large sample on a stainless steel conveying trough according to an inclined ditch drainage corner, cutting the full-size large sample, folding the cut sample, welding the cut sample to form a dustpan type funnel structure, forming holes at two folding edges, connecting the holes with water pipes respectively, and conveying water to the middle of a lower roof tile ridge by the aid of the water pipes penetrating through the ridge.
Furthermore, the construction method of the structure for draining the inclined ditch on the cross ridge roof of the hall type building is characterized in that the thickness of the stainless steel plate is 4 millimeters, and holes with the diameter of 10cm are formed at two folding edges of the dustpan type funnel structure and are respectively connected with water pipes with the diameter of 10cm and the length of 30 cm.
Furthermore, the construction method of the structure for draining the inclined ditch of the cross ridge roof of the hall building is characterized in that a reinforced cement mortar layer with the thickness of 3cm is arranged on the waterproof coiled material, and a small blue tile roof is paved on the reinforced cement mortar layer.
Compared with the prior art, the invention has obvious advantages and beneficial effects, and is embodied in the following aspects:
firstly, the wood blocks are plugged in the gaps of the brick, the upper surfaces of the wood blocks are higher than the upper surfaces of the brick, and the wood blocks are fixedly connected with the pouch edges, so that the wood blocks are used for effectively bearing the batten waterproof coiled material on the wood blocks, and the material on the wood blocks can be effectively prevented from sliding downwards, and the integrity is guaranteed;
secondly, a stainless steel conveying trough is arranged at the drainage corner of the inclined roof ditch, the inclined roof ditch is of a dustpan type funnel structure, holes are formed in two folding edges and are respectively connected with a water pipe, and the water pipe penetrates through the surrounding ridge and can convey water to the middle of the lower roof ridge; the stainless steel conveying chute is unique and simple in structural form, convenient and fast to install and has a good anti-leakage effect;
thirdly, the plywood is covered with a waterproof coiled material, the length direction of the waterproof coiled material is vertical to the ridge direction, and the waterproof coiled material is at least erected for 15 cm; the upper part of the waterproof roll is compressed by the water bar, and the water bar direction is parallel to the ridge direction, so that a better anti-leakage effect is achieved.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1: the invention lays a layered schematic diagram;
FIG. 2: the invention discloses a schematic plan view of a cross ridge roof inclined ditch drainage structure;
FIG. 3: the shaft measuring schematic diagram of the stainless steel conveying groove;
FIG. 4: a schematic top view of the stainless steel launder;
FIG. 5: a cross-sectional schematic view of the stainless steel conveying trough.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Meanwhile, in the description of the present invention, the directional terms and the sequence terms, etc. are used only for distinguishing the description, and are not to be construed as indicating or implying relative importance.
As shown in fig. 1 and 2, in the structure for drainage of the cross ridge roof inclined ditch of the hall building, a load wrap edge 1 is arranged on a roof truss, a roof brick 2 is laid on the load wrap edge 1, a wood block is arranged at the gap of the roof brick 2, the wood block is fixedly connected with the load wrap edge 1, the wood block is convexly arranged on the upper surface of the roof brick, wood strips arranged transversely and longitudinally are placed on the wood block and fixedly connected with the wood block, a layer of clamping plate with the thickness of 2cm is covered on the wood block, a waterproof coiled material 5 is covered on the clamping plate 3, the length direction of the waterproof coiled material 5 is vertical to the direction of the roof ridge, the waterproof coiled material 5 is at least erected by 15cm, the upper part of the waterproof coiled material 5 is pressed by a water strip, the direction of the water strip is parallel to the direction of the roof ridge, the waterproof coiled material 5 is an sbs waterproof coiled material or polyethylene waterproof coiled material, a reinforced cement mortar layer 6 is arranged; the stainless steel conveying flow groove 4 is arranged at the drainage corner of the inclined ditch of the roof, as shown in figures 3, 4 and 5, the stainless steel conveying flow groove 4 is of a dustpan type funnel structure and comprises a bottom surface and two folding edges, the two folding edges extend to a position 15cm away from the center, a hole is formed by connecting a stainless steel pipe with the diameter of 10cm, two water pipes (stainless steel water pipes 9) are respectively connected by argon arc welding to form an included angle of 22.5 degrees with the dustpan type funnel, the length of each water pipe 9 is 30cm, the water pipe penetrates through the surrounding ridge 8, and the stainless steel conveying flow groove is arranged at the center of a corrugated bottom tile.
The construction method of the drainage structure of the cross ridge roof inclined ditch of the hall type building comprises the following specific steps:
step S1: arranging a load-wrapped edge 1 on the roof truss, and paving a roof brick 2 on the load-wrapped edge 1;
step S2: a wood block is plugged in the gap of the brick 2, the upper surface of the wood block is higher than that of the brick, and the wood block is connected and fixed with the pouch edge 1 to prevent the downward sliding; the battens arranged along the transverse direction and the longitudinal direction are placed on the wood block and are fixedly connected with the wood block, and a layer of clamping plate 3 with the thickness of 2cm is covered on the battens;
step S3: the plywood 3 is covered with a waterproof coiled material, the length direction of the waterproof coiled material 5 is vertical to the ridge direction, and the waterproof coiled material 5 is at least erected for 15 cm;
step S4: the upper part of the waterproof coiled material 5 is tightly pressed by the water bar, and the direction of the water bar is parallel to the direction of the ridge, so that the leakage resistance effect is realized;
step S5: a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch; the stainless steel conveying flow groove is provided with a stainless steel plate with the thickness of 4 mm according to the drainage corner of the inclined groove, a full-scale large sample is cut according to the full-scale large sample, folded edges are welded to form a dustpan-type funnel structure, holes with the diameter of 10cm are formed in the two folded edges and are respectively connected with a water pipe 9 with the diameter of 10cm and the length of 30cm, and the water pipe 9 penetrates through the surrounding ridge 8 and can convey water to the middle of the tile ridge of the lower roof;
step S6: the waterproof roll 5 is provided with a 3cm thick reinforced cement mortar layer 6, and a small blue tile roof 7 is laid on the reinforced cement mortar layer.
In summary, on one hand, the wooden block is plugged in the gap of the brick, the upper surface of the wooden block is higher than that of the brick, and the wooden block is connected and fixed with the pouch edge, so that on one hand, the wooden block is used for effectively bearing the batten waterproof coiled material on the wooden block, on the other hand, the phenomenon that the material on the wooden block slides down can be effectively avoided, and the integrity is guaranteed;
on the other hand, a stainless steel conveying flow groove is arranged at the drainage corner of the inclined roof ditch, the inclined roof ditch is of a dustpan-type funnel structure, holes are formed in two folding edges and are respectively connected with a water pipe, and the water pipe penetrates through the surrounding ridge and can convey water to the middle of the lower roof ridge; the stainless steel conveying chute is unique and simple in structural form, convenient and fast to install and has a good anti-leakage effect;
the waterproof coiled material is covered on the clamping plate, the length direction of the waterproof coiled material is vertical to the ridge direction, and the waterproof coiled material is at least erected for 15 cm; the upper part of the waterproof roll is compressed by the water bar, and the water bar direction is parallel to the ridge direction, so that a better anti-leakage effect is achieved.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and shall be covered by the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Claims (10)
1. Palace formula building cross ridge roofing inclined trench drainage's structure, its characterized in that: the roof truss is provided with a pocket edge, a roof brick is laid on the pocket edge, a wood block is arranged at the gap of the roof brick, the wood block is fixedly connected with the pocket edge, the wood block is convexly arranged on the upper surface of the roof brick, battens arranged transversely and longitudinally are placed on the wood block and fixedly connected with the wood block, a layer of clamp plate is covered on the batten, a waterproof coiled material is covered on the clamp plate, the length direction of the waterproof coiled material is vertical to the direction of a ridge, a reinforced cement mortar layer is arranged on the waterproof coiled material, and a small blue tile roof is laid on the waterproof coiled material; and a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch.
2. The structure of claim 1 wherein said structure for draining water from cross ridge roofing diagonal ditches comprises: the waterproof roll is at least erected for 15cm, and the upper part of the waterproof roll is pressed tightly through the water-guiding strip.
3. The structure of claim 2 wherein said structure for draining water from cross ridge roofing diagonal ditches comprises: the water bar direction is parallel to the ridge direction.
4. The structure of claim 1 wherein said structure for draining water from cross ridge roofing diagonal ditches comprises: the waterproof coiled material is an sbs waterproof coiled material or a polyethylene waterproof coiled material.
5. The structure of claim 1 wherein said structure for draining water from cross ridge roofing diagonal ditches comprises: the stainless steel conveying chute is of a dustpan type funnel structure.
6. The structure of claim 5 wherein said structure for draining water from cross ridge roofing diagonal ditches comprises: the two folding edges of the dustpan-type funnel structure are provided with holes and are respectively connected with a water pipe, and the water pipe penetrates through the surrounding ridge.
7. The method of constructing a drainage structure for a cross ridge roof gutter of a hall building as claimed in claim 1, wherein: the method comprises the following steps:
step S1: arranging a purse edge on the roof truss, and paving a telescopic brick on the purse edge;
step S2: the gaps of the telescopic bricks are stuffed with wood blocks, the upper surfaces of the wood blocks are higher than the upper surfaces of the telescopic bricks, and the wood blocks are fixedly connected with the pouch edges to prevent the wood blocks from sliding downwards; the battens arranged along the transverse direction and the longitudinal direction are placed on the wood block and are fixedly connected with the wood block, and a layer of clamping plate is covered on the battens;
step S3: the plywood is covered with a waterproof coiled material, the length direction of the waterproof coiled material is vertical to the ridge direction, and the waterproof coiled material is at least erected for 15 cm;
step S4: the upper part of the waterproof coiled material is tightly pressed by the water bar, and the direction of the water bar is parallel to the direction of the ridge, so that the leakage resistance effect is realized;
step S5: a stainless steel conveying trough is arranged at the drainage corner of the roof inclined ditch;
step S6: the waterproof roll is provided with a reinforced cement mortar layer, and a small blue tile roof is laid on the reinforced cement mortar layer.
8. The method of constructing a drainage structure for a cross ridge roofing gutter of a hall building as claimed in claim 7, wherein: the stainless steel conveying flow groove is characterized in that a stainless steel plate is used for placing a full-size large sample according to an inclined groove drainage corner, the full-size large sample is cut according to the full-size large sample and is folded and welded to form a dustpan type funnel structure, holes are formed in two folding edges and are respectively connected with a water pipe, and the water pipe penetrates through the surrounding ridge and can convey water to the middle of the lower roof tile ridge.
9. The method of constructing a drainage structure for a cross ridge roofing gutter of a hall building as claimed in claim 8, wherein: the thickness of the stainless steel plate is 4 mm, and holes with the diameter of 10cm are formed at two folding edges of the dustpan type funnel structure and are respectively connected with water pipes with the diameter of 10cm and the length of 30 cm.
10. The method of constructing a drainage structure for a cross ridge roofing gutter of a hall building as claimed in claim 7, wherein: the waterproof roll is provided with a 3cm thick reinforced cement mortar layer, and a small blue tile roof is paved on the reinforced cement mortar layer.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911029333.6A CN110644689B (en) | 2019-10-28 | 2019-10-28 | Palace type structure for draining inclined ditch of cross ridge roof of building and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911029333.6A CN110644689B (en) | 2019-10-28 | 2019-10-28 | Palace type structure for draining inclined ditch of cross ridge roof of building and construction method thereof |
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| CN110644689A true CN110644689A (en) | 2020-01-03 |
| CN110644689B CN110644689B (en) | 2024-03-19 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111608332A (en) * | 2020-04-10 | 2020-09-01 | 河南七建工程集团有限公司 | Construction method of cast-in-place concrete roof wing-shaped angle cornice |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608332A (en) * | 2020-04-10 | 2020-09-01 | 河南七建工程集团有限公司 | Construction method of cast-in-place concrete roof wing-shaped angle cornice |
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