CN112482640B - Landscape house antique green brick roof system and construction method thereof - Google Patents
Landscape house antique green brick roof system and construction method thereof Download PDFInfo
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- CN112482640B CN112482640B CN202011395263.9A CN202011395263A CN112482640B CN 112482640 B CN112482640 B CN 112482640B CN 202011395263 A CN202011395263 A CN 202011395263A CN 112482640 B CN112482640 B CN 112482640B
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- 239000011449 brick Substances 0.000 title claims abstract description 90
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 239000002023 wood Substances 0.000 claims abstract description 125
- 239000010410 layer Substances 0.000 claims abstract description 108
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 239000002344 surface layer Substances 0.000 claims abstract description 18
- 239000004568 cement Substances 0.000 claims abstract description 13
- 238000007789 sealing Methods 0.000 claims description 22
- 238000004873 anchoring Methods 0.000 claims description 15
- 239000011120 plywood Substances 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000004321 preservation Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 claims description 3
- 239000011148 porous material Substances 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000005034 decoration Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000009413 insulation Methods 0.000 description 3
- 239000004793 Polystyrene Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 229920002943 EPDM rubber Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/28—Roofing elements comprising two or more layers, e.g. for insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/29—Means for connecting or fastening adjacent roofing elements
- E04D1/2907—Means for connecting or fastening adjacent roofing elements by interfitted sections
- E04D1/2963—Means for connecting or fastening adjacent roofing elements by interfitted sections having laminated layers overlapping adjacent sections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/34—Fastenings for attaching roof-covering elements to the supporting elements
-
- 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
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
-
- 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
- E04D13/072—Hanging means
- E04D13/0727—Hanging means situated mainly at the rear side of the gutter
-
- 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
- E04D13/155—Trimming strips; Edge strips; Fascias; Expansion joints for roofs retaining the roof sheathing
-
- 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
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Mechanical Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
A landscape house antique green brick roof system and a construction method thereof comprise a roof board, a steel-wood roof truss, a first eave gallery frame, a second eave gallery frame, a lower heat-insulating layer, a concrete layer, a cement pressure plate, a waterproof layer, an upper heat-insulating layer, a protection plate, a water-guiding strip, a tile hanging strip and a green brick surface layer; the roof panel is arranged between the gable walls at the two sides and close to the two ends of the gable walls; the first eaves corridor frame is arranged at two sides of the roof panel; the steel-wood roof truss is longitudinally arranged between the gable walls at two sides at intervals and is positioned between the two roof boards; roof purlins are connected between adjacent steel-wood roof trusses and between the steel-wood roof trusses and the corresponding roof boards on one side; a steel support is supported between the end part of the steel-wood roof truss and the gable wall on the corresponding side; the second eaves gallery frames are arranged on two sides of the steel-wood roof truss, and the inner ends of the second eaves gallery frames are connected with the outer side face of the gable wall. The invention solves the technical problems that modern smell, landscape elements lack and the roof with the exterior decoration effect of the large-span wood structure cannot be met in the traditional roof manufacturing method.
Description
Technical Field
The invention belongs to the technical field of building engineering, and particularly relates to an antique green brick roof system of a landscape house and a construction method thereof.
Background
The traditional roof method is basically a concrete flat roof or a small grey tile roof brick under the condition of an inclined roof, but the roof lacks the sense of thickness and cannot meet the atmosphere required by the palace; in addition, traditional roofing lacks the view element, and can't satisfy the outer decorative effect roofing of large-span timber structure.
Disclosure of Invention
The invention aims to provide an antique green brick roof system of a landscape house and a construction method thereof, and aims to solve the technical problems that modern breath in the traditional roof manufacturing method is lack of landscape elements, and the roof with a large-span wood structure exterior decoration effect cannot be met.
In order to achieve the purpose, the invention adopts the following technical scheme.
An antique green brick roof system of a landscape house comprises a roof board, a steel-wood roof truss, a first eave gallery frame, a second eave gallery frame, a lower heat-insulating layer, a concrete layer, a cement pressure plate, a waterproof layer, an upper heat-insulating layer, a protection plate, a water-guiding strip, a tile hanging strip and a green brick surface layer; two roof panels are respectively arranged between the tops of the gable walls on the two sides and close to the two ends of the gable walls; the vertical section of the roof panel is in a herringbone shape, and two ends of the roof panel are respectively fixedly connected with the gable wall on the corresponding side; the first eaves corridor frame is respectively arranged at two sides of the roof panel, and the inner end of the first eaves corridor frame is connected with the outer side surface of the gable wall; a first eaves rack purline is connected between the adjacent first eaves rack; the steel-wood roof truss is provided with a group of steel-wood roof trusses which are arranged between the gable walls at two sides at intervals along the longitudinal direction and are positioned between the two roof boards; the steel-wood roof truss is in a herringbone shape, and two ends of the steel-wood roof truss are fixedly connected with the gable wall on the corresponding side respectively; roof purlines are connected between the adjacent steel-wood roof trusses and between the steel-wood roof trusses and the corresponding roof boards on one side; a steel support is supported between the end part of the steel-wood roof truss and the gable wall on the corresponding side;
the first upper chord comprises a herringbone rod piece, a first externally-wrapped batten and a first counter bolt; the herringbone rod piece is made of section steel with a dry longitudinal section and comprises a first top plate, a first horizontal web plate and a first vertical web plate; the two first externally-wrapped battens are respectively attached to two sides of the lower part of the first vertical web plate and are positioned below the first horizontal web plate; the first externally-wrapped batten is connected with the herringbone rod piece through a first split bolt; the bottom edge of the first wrapping wood strip exceeds the bottom edge of the herringbone rod piece;
the suspension rods are provided with a group and are hung below the first upper chord in parallel at intervals along the transverse direction; the hanger rod comprises a vertical batten and a connecting steel plate; the upper part of the vertical batten is provided with a slot; the connecting steel plate is inserted into the slot, and the top of the connecting steel plate exceeds the top of the vertical batten; the lower part of the connecting steel plate is connected with the vertical beam through a first hidden bolt; the part of the connecting steel plate, which exceeds the top of the vertical batten, is inserted between the lower parts of the two first externally-wrapped battens on the first upper chord and is welded and connected with the herringbone rod piece;
the first vertical web members are in a group and are connected below the first upper chord members in parallel along the transverse direction at intervals; the first vertical web member comprises a first wood splint and a first inner steel plate; the first wood clamping plates are clamped at two sides of the first inner steel plate and fixedly connected with the first inner steel plate; the top of the first inner steel plate exceeds the top of the first wood clamping plate, and the exceeding part is inserted between the lower parts of the two first outer-wrapping battens on the first upper chord and is welded and connected with the herringbone rod piece;
the first diagonal web members are connected to the upper parts of the first vertical web members, and one first diagonal web member is arranged on each of the front side and the rear side of each first vertical web member; the first diagonal web members are obliquely arranged along the gradient direction of one side corresponding to the first upper chord member, and the first diagonal web members which are transversely adjacent are arranged at intervals; the first diagonal web members are made of wood, and the first diagonal web members corresponding to the front side and the rear side are connected with the first vertical web members through first upper tie bolts;
the first lower chord members are connected to the lower parts of the first vertical web members, and one first lower chord member is arranged on each of the front side and the rear side of each first vertical web member; the first lower chords are obliquely arranged along the gradient direction of one side corresponding to the first upper chords, and the first lower chords which are transversely adjacent are in lap joint; the first lower chord members are made of wood, and the first lower chord members corresponding to the front side and the rear side are connected with the first vertical web members through first lower tie bolts; the lower end of the first lower chord is provided with a first wood plate edge sealing; the first wood plate edge sealing is L-shaped and is arranged on the end face and the bottom face of the first lower chord;
two groups of second eave gallery frames are arranged on two sides of the steel-wood roof truss respectively, and the inner ends of the second eave gallery frames are connected with the outer side face of the gable wall; the top surface of the second eave gallery frame is in smooth transition with the top surface of the steel-wood roof truss; a second eaves rack purline is connected between the adjacent second eaves rack; the lower heat-insulating layer and the concrete layer are sequentially laid on the top of the roof panel from bottom to top, and the top surface of the concrete layer is flush with the top surface of the steel-wood roof truss; an inclined strut is arranged between the second eave gallery frame and the gable wall on the corresponding side;
the cement pressure plate, the waterproof layer, the upper heat-insulating layer and the protection plate are sequentially paved on the tops of the steel-wood roof truss, the concrete layer, the first eave corridor frame and the second eave corridor frame from bottom to top; the water-guiding strips are longitudinally arranged above the protection plate in parallel at intervals; the tile hanging strips are connected to the top of the water guiding strip at intervals along the inclination direction of the roof; the green brick surface layer is formed by paving a lower layer of green brick blocks and an upper layer of green brick blocks; the lower layer green bricks are arranged along the inclination direction of the roof, and the lower parts of the upper group of lower layer green bricks are in compression joint with the upper parts of the lower group of lower layer green bricks; a support plate is arranged at the bottom of each group of upper layer green bricks; the upper end of the supporting plate is provided with a hook, and the hook is hung on the corresponding tile hanging strip; the lower end of the support plate is provided with a baffle plate, and the baffle plate is arranged on the lower end face of the upper layer green brick block in a blocking manner; the supporting and connecting plate is connected with the battens through a first fastener; the lower layer green brick blocks are connected with the supporting and connecting plate through second fasteners; the upper layer green brick blocks are provided with a plurality of groups and are laid corresponding to the lower layer green brick blocks, and the upper group of lower layer green brick blocks are spliced and connected with the lower group of upper layer green brick blocks;
the outer sides of the first eave gallery frame and the second eave gallery frame are provided with drainage ditches along the longitudinal through length;
a cover plate is arranged at the ridge and above the surface layer of the blue bricks; and two side edges of the cover plate are connected with upper layer green brick blocks on two sides of the ridge.
Preferably, the roof panel is provided with pore channels at intervals along the long axial direction of the vertical section of the roof panel; embedding first embedded parts at intervals at the top of the roof panel; the longitudinal section of the first embedded part is in an inverted T shape, the horizontal edge of the first embedded part is embedded in the roof panel, and the upper part of the vertical edge of the first embedded part is inserted in the lower heat-insulating layer.
Preferably, a second embedded part is embedded on the outer side face of the gable wall at a position corresponding to the first eaves corridor frame; the second embedded part comprises a second embedded plate and a second anchoring rib; the second buried plate is in an inverted L shape and is attached to the upper part of the outer side surface of the gable and the top of the gable; the second anchoring rib is buried in the gable wall, and the end portion of the second anchoring rib is connected with the second buried plate.
Preferably, the first eave corridor frame is made of I-shaped steel, the inner end of the first eave corridor frame is welded with the second embedded part, and the lower part of the outer end of the first eave corridor frame is provided with a first notch; a first eave board is arranged at the outer end of the first eave corridor frame and positioned at the first notch; and a first sealing plate is arranged at the upper part of the outer end of the first eaves gallery frame.
Preferably, the outer ends of the first eave veranda frame and the second eave veranda frame are provided with longitudinal support rods which are positioned on the inner side of the drainage ditch in a through-length manner; the escape canal can be dismantled with longitudinal support pole and be connected.
Preferably, a third embedded part is embedded in the position, corresponding to the second eaves corridor frame, on the gable wall; the third embedded part comprises a third embedded plate and a third anchoring rib; the third buried plate comprises an inner panel, an outer panel and a top panel; the inner panel is attached to the inner side face of the gable wall, the outer panel is attached to the outer side face of the gable wall, and the top panel is attached to the top of the gable wall; the third anchoring rib is arranged between the inner panel and the outer panel in a pulling way; the inner end of the second eave corridor frame is connected with an outer panel of a third embedded part; and two ends of the steel-wood roof truss are respectively welded and connected with the inner panel of the third embedded part on the corresponding side.
Preferably, the second eave frame comprises a second upper chord, a second vertical web member, a second oblique web member and a second lower chord; the second upper chord is arranged corresponding to the first upper chord and comprises an intermediate steel rod piece and a second externally-wrapped batten; the longitudinal section of the middle section steel rod piece is in a dry shape and comprises a second top plate, a second horizontal web plate and a second vertical web plate; the two second externally-wrapped battens are respectively attached to two sides of the lower part of the second vertical web plate and are positioned below the second horizontal web plate; the second outer-wrapping battens are connected with the middle section steel rod piece through second split bolts; the bottom edge of the second externally-wrapped batten exceeds the bottom edge of the middle section steel rod piece; a second notch is formed in the lower part of the outer end of the second upper chord; a second eave sealing plate is arranged at the outer end of the second upper chord and positioned at the second notch; a second sealing plate is arranged at the upper part of the outer end of the second eaves gallery frame;
the second vertical web members are in a group and are connected below the second upper chord members in parallel along the transverse direction at intervals; the second vertical web member comprises a second wood splint and a second inner steel plate; the second wood clamping plates are clamped at two sides of the second inner steel plate and are fixedly connected with the second inner steel plate; the top of the second inner steel plate exceeds the top of the second plywood, and the exceeding part is inserted between the lower parts of the two second outer wooden battens on the second upper chord and is welded with the middle section steel rod piece;
the second diagonal web members are connected to the upper parts of the second vertical web members, and one second diagonal web member is arranged on each of the front side and the rear side of each second vertical web member; the second diagonal web members are obliquely arranged along the gradient direction of one side corresponding to the second upper chord member, and the second diagonal web members which are transversely adjacent are arranged at intervals; the second diagonal web members are made of wood, and the second diagonal web members corresponding to the front side and the rear side are connected with the second vertical web members through second upper tie bolts;
the second lower chord members are connected to the lower parts of the second vertical web members, and one second lower chord member is arranged on each of the front side and the rear side of each second vertical web member; the second lower chords are obliquely arranged along the gradient direction of one side corresponding to the second upper chords, and the second lower chords which are transversely adjacent are in lap joint; the second lower chords are made of wood, and the second lower chords corresponding to the front side and the rear side are connected with the second vertical web members through second lower tie bolts; the lower end of the second lower chord is provided with a second wood plate edge seal; the second wood plate edge sealing is L-shaped and is arranged on the end face and the bottom face of the second lower chord.
Preferably, a first purlin connecting plate is arranged on a first upper chord of the steel-wood roof truss and above the first horizontal web; the first purline connecting plates are clamped at two sides of the end portions of the roof purlines and connected with the roof purlines through first connecting bolts.
Preferably, the front side and the rear side of the first eaves corridor frame and the positions corresponding to the connection positions of the first eaves corridor purlins are provided with first purlin connecting plates; the first purline connecting plates are clamped at two sides of the end parts of the first eaves corridor purlines and are connected with the first eaves corridor purlines through first connecting bolts;
second purline connecting plates are arranged on the front side and the rear side of the second upper chord and above the second horizontal web; the second outer-wrapping battens are connected with the middle section steel rod piece through second split bolts; and the second purline connecting plates are clamped at two sides of the end part of the second eaves corridor purline and are connected with the second eaves corridor purline through second connecting bolts.
A construction method of a landscape house antique green brick roof system comprises the following steps.
The method comprises the following steps: constructing a roof panel; the roof panel is formed by pouring concrete.
Step two: constructing the steel-wood roof truss; arranging a group of steel-wood roof trusses between the gable walls at two sides at intervals along the longitudinal direction, and positioning the steel-wood roof trusses at the position between the two roof panels, wherein two ends of the steel-wood roof trusses are respectively fixedly connected with the gable wall at the corresponding side; roof purlines are connected between adjacent steel-wood roof trusses and between the steel-wood roof trusses and the corresponding roof boards on one side; and a steel support is erected between the end part of the steel-wood roof truss and the gable wall on the corresponding side.
Step three: construction of the heat preservation waterproof layer: and sequentially constructing a lower heat-insulating layer, a concrete layer, a cement pressure plate, a waterproof layer, an upper heat-insulating layer and a protection plate.
Step four: and (3) construction of a roof surface layer: and constructing a water guiding strip, constructing a tile hanging strip at the top of the water guiding strip, and then installing a lower layer green brick block and an upper layer green brick block on the tile hanging strip.
Compared with the prior art, the invention has the following characteristics and beneficial effects.
1. The steel-wood roof system adopts a steel structure as a keel, a wood structure as an exterior facing and a black brick as a roof surface layer; the whole structure presents an antique smell, and is matched with the design concept of the project.
2. The steel-wood roof truss can realize factory prefabrication and field assembly, so that the whole construction process is more convenient and faster; in addition, each structural layer and each connecting node in the invention are designed according to the characteristics of the structure, and the structure has the characteristics of good stress performance and good durability.
3. The green brick surface layer of the roof adopts large-size bricks, and the green bricks have longer service life, better antique effect and better waterproof effect when being used for the roof; in addition, the blue brick surface layer supporting plate, the first fastener and the second fastener are connected with the tile hanging strip arranged on the roof, and the connection mode effectively prevents the blue bricks from sliding downwards and increases the safety of the structure.
4. The green brick surface layer is connected with the roof main body through the water guiding strips and the tile hanging strips, and the roof heat insulation layer and the waterproof layer do not participate in stress, so that the safety of a roof system is ensured.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
FIG. 1 is a schematic cross-sectional structure view of a landscape house antique green brick roof system at a steel-wood roof truss.
FIG. 2 is a schematic view of a connection structure of a second eaves veranda frame and a steel-wood roof truss in the invention.
Fig. 3 is a roofing structural layer of the present invention.
Fig. 4 is a schematic structural view of a third embedded part in the invention.
Fig. 5 is a schematic cross-sectional structure view of the landscape house archaized blue brick roof system at the roof panel of the invention.
Fig. 6 is a schematic structural view of a second insert according to the present invention.
Fig. 7 is a schematic view of the structure of the eave of the first eave of the present invention.
Fig. 8 is a schematic structural view of the first upper chord in the present invention.
Fig. 9 is a schematic view of the construction of the boom of the present invention.
Fig. 10 is a schematic structural view of the first vertical web member in the present invention.
Fig. 11 is a structural diagram of a connection node of the first vertical web member and the first lower chord in the invention.
Fig. 12 is a structural diagram of a connection node between the second diagonal web member and the second vertical web member in the present invention.
Fig. 13 is a schematic structural view of the receiving plate of the present invention.
Fig. 14 is a schematic view of the construction of the invention in which a grey brick facing is laid on battens.
Fig. 15 is a schematic structural view of a second upper chord in the present invention.
Fig. 16 is a schematic view showing an end structure of the second upper chord in the present invention.
Fig. 17 is a schematic structural view of the second vertical web member and the second upper chord member in the present invention.
Fig. 18 is a schematic view of the connection structure of the second vertical web member and the second lower chord in the present invention.
Fig. 19 is a schematic view of the connection of a first purlin web to a first eaves purlin of the present invention.
Fig. 20 is a schematic view of the connection of a second purlin web to a second eaves purlin of the present invention.
FIG. 21 is a schematic view of the structure of the vertical battens with slots.
Fig. 22 is a schematic view of a connection structure of the second vertical web member and the second diagonal web member in the present invention.
Reference numerals: 1-roof board, 2-steel wood roof truss, 2.1-first upper chord, 2.1.1-herringbone rod piece, 2.1.1 a-first top board, 2.1.1 b-first horizontal web plate, 2.1.1 c-first vertical web plate, 2.1.2-first outer clad wood bar, 2.1.3-first pair of tie bolts, 2.2-suspender, 2.2.1-vertical batten, 2.2.2.2-connecting steel plate, 2.2.3-first blind bolt, 2.3-first vertical web member, 2.3.1-first plywood, 2.3.2-first inner steel plate, 2.4-first web member, 2.5-first lower chord, 2.5.1-first wood plate edge sealing, 2.6-first upper tie bolt, 2.7-first lower tie bolt, 2.8-horizontal tie bolt, 3-first lower chord, 2.1.4-first vertical web plate, 2.1.4-first vertical web member, 2.1.4-first vertical web plate, 2.1-second vertical web member, 2.4-first vertical web plate, 2.1-first vertical web member, 2.3.1-first horizontal web member, 2.1-first vertical web member, 2.4-second web member, 2.1-first vertical web member, 2.3-first horizontal web member, 2.1-first vertical web member, 2-first vertical web member, 2.3-second web member, 2.1-first horizontal web member, 2-second web member, 2.1-second web member, 2-first vertical web member, 2.1-second web member, 2.3-second web member, and second web member, 2.3-second web member, 2.1-second web member, 4-second web member, 2.1-second web member, 2.1.1.1-first horizontal web member, 4-second web member, 2.1-first vertical web member, 2.1-first vertical web member, 2.1-second web member, and second web member, 2.1-second web member, 2.3-first vertical web member, 2.1-first horizontal web member, 2.1-second web member, 2.1-first horizontal web member, 2.1-first vertical web member, 4-second web member, 2.1-second web member, 4-first vertical web member, and second web member, 4.2.1-second wood splint, 4.2.2-second inner steel plate, 4.3-second diagonal web member, 4.4-second lower chord, 4.4.1-second wood plate edge sealing, 4.5-second upper tie bolt, 4.6-second lower tie bolt, 5-lower heat insulation layer, 6-concrete layer, 7-cement pressure plate, 8-waterproof layer, 9-upper heat insulation layer, 10-protective plate, 11-water-following bar, 12-hanging tile strip, 13-blue brick surface layer, 13.1-lower blue brick, 13.2-upper blue brick, 13.3-support plate, 13.3.1-hook, 13.3.2-baffle, 13.4-first fastener, 13.5-second fastener, 14-gable wall, 15-roof purlin, 16-steel support, 17-slot, 18-second corridor bar, 19-purlin-diagonal brace, 20-drainage ditch, 21-eaves piece, 22-first fastener, 23-second roof purlin, 23-gap-buried plate, 23.2-second gap buried plate, 23-buried plate, and 2-second gap buried plate, 26-first sealing plate, 27-longitudinal support rod, 28-third embedded piece, 28.1-third embedded plate, 28.1.1-inner panel, 28.1.2-outer panel, 28.1.3-top panel, 28.2-third anchoring rib, 29-second gap, 30-second capping plate, 31-second sealing plate, 32-first purlin connecting plate, 33-second purlin connecting plate, 34-first connecting bolt, 35-first eaves corridor purlin, 36-second connecting bolt and 37-cover plate.
Detailed Description
The landscape house antique green brick roof system comprises a roof board 1, a steel-wood roof truss 2, a first eave gallery frame 3, a second eave gallery frame 4, a lower heat-insulating layer 5, a concrete layer 6, a cement pressure plate 7, a waterproof layer 8, an upper heat-insulating layer 9, a protection plate 10, a water-guiding strip 11, tile hanging strips 12 and a green brick surface layer 13; two roof panels 1 are respectively arranged between the tops of the gable walls 14 on the two sides and close to the two ends of the gable walls 14; the vertical section of the roof panel 1 is in a herringbone shape, and two ends of the roof panel 1 are respectively fixedly connected with the gable 14 on the corresponding side; the first eaves gallery frame 3 is respectively arranged at two sides of the roof panel 1, and the inner end of the first eaves gallery frame 3 is connected with the outer side surface of the gable wall 14; a first eaves corridor purline 35 is connected between the adjacent first eaves corridor frames 3; the steel-wood roof trusses 2 are arranged between the gable walls 14 at two sides at intervals along the longitudinal direction and are positioned between the two roof panels 1; the steel-wood roof truss 2 is in a herringbone shape, and two ends of the steel-wood roof truss 2 are fixedly connected with the gable 14 on the corresponding side respectively; roof purlines 15 are connected between the adjacent steel-wood roof trusses 2 and between the steel-wood roof trusses 2 and the corresponding roof panel 1; a steel support 16 is supported between the end part of the steel-wood roof truss 2 and the gable 14 on the corresponding side;
the steel-wood roof truss 2 comprises a first upper chord 2.1, a suspender 2.2, a first vertical web member 2.3, a first inclined web member 2.4 and a first lower chord 2.5;
the first upper chord 2.1 comprises a herringbone rod piece 2.1.1, a first externally-wrapped batten 2.1.2 and a first split bolt 2.1.3; the herringbone rod piece 2.1.1 is made of section steel with a dry longitudinal section and comprises a first top plate 2.1.1a, a first horizontal web plate 2.1.1b and a first vertical web plate 2.1.1 c; two first externally-wrapped battens 2.1.2 are respectively attached to two sides of the lower part of the first vertical web 2.1.1c, and the first externally-wrapped battens 2.1.2 are positioned below the first horizontal web 2.1.1 b; the first externally-wrapped batten 2.1.2 is connected with the herringbone rod piece 2.1.1 through a first split bolt 2.1.3; the bottom edge of the first outer-coated batten 2.1.2 exceeds the bottom edge of the herringbone rod piece 2.1.1;
the suspension rods 2.2 are provided with a group and are suspended below the first upper chord 2.1 at intervals in parallel along the transverse direction; the hanger rod 2.2 comprises a vertical wood square 2.2.1 and a connecting steel plate 2.2.2; the upper part of the vertical batten 2.2.1 is provided with a slot 17; the connecting steel plate 2.2.2 is inserted into the slot 17, and the top of the connecting steel plate 2.2.2 exceeds the top of the vertical wood square 2.2.1; the lower part of the connecting steel plate 2.2.2 is connected with the vertical beam 2.2.1 through a first hidden bolt 2.2.3; the part of the connecting steel plate 2.2.2, which exceeds the top of the vertical beam 2.2.1, is inserted between the lower parts of the two first externally-wrapped battens 2.1.2 on the first upper chord 2.1 and is welded with the herringbone rod piece 2.1.1;
the first vertical web members 2.3 are provided with a group and are connected below the first upper chord members 2.1 in parallel at intervals along the transverse direction; the first vertical web member 2.3 comprises a first plywood 2.3.1 and a first inner steel plate 2.3.2; the first wood clamping plate 2.3.1 is clamped at two sides of the first inner steel plate 2.3.2 and is fixedly connected with the first inner steel plate 2.3.2; the top of the first inner steel plate 2.3.2 exceeds the top of the first plywood 2.3.1, and the exceeding part is inserted between the lower parts of the two first externally-wrapped battens 2.1.2 on the first upper chord 2.1 and is welded with the herringbone rod piece 2.1.1;
the first diagonal web members 2.4 are connected to the upper parts of the first vertical web members 2.3, and one first diagonal web member is arranged at each of the front and rear sides of each first vertical web member 2.3; the first diagonal web members 2.4 are obliquely arranged along the gradient direction of one side corresponding to the first upper chord member 2.1, and the first diagonal web members 2.4 which are transversely adjacent are arranged at intervals; the first diagonal web members 2.4 are made of wood, and the first diagonal web members 2.4 corresponding to the front side and the rear side are connected with the first vertical web members 2.3 through first upper tie bolts 2.6;
the first lower chord members 2.5 are connected to the lower parts of the first vertical web members 2.3, and one first lower chord member is arranged on each of the front and rear sides of each first vertical web member 2.3; the first lower chords 2.5 are obliquely arranged along the gradient direction of one side corresponding to the first upper chords 2.1, and the first lower chords 2.5 which are adjacent transversely are connected in a lap joint mode; the first lower chord 2.5 is made of wood, and the first lower chord 2.5 corresponding to the front side and the rear side is connected with the first vertical web member 2.3 through a first lower tie bolt 2.7; the lower end of the first lower chord 2.5 is provided with a first wood plate edge sealing 2.5.1; the first wood board edge sealing 2.5.1 is L-shaped and is arranged on the end face and the bottom face of the first lower chord 2.5;
two groups of second eaves corridor frames 4 are respectively arranged at two sides of the steel-wood roof truss 2, and the inner ends of the second eaves corridor frames 4 are connected with the outer side surface of the gable wall 14; the top surface of the second eave gallery frame 4 is in smooth transition with the top surface of the steel-wood roof truss 2; a second eaves rack purline 18 is connected between the adjacent second eaves rack 4; the lower heat-insulating layer 5 and the concrete layer 6 are sequentially laid on the top of the roof panel 1 from bottom to top, and the top surface of the concrete layer 6 is flush with the top surface of the steel-wood roof truss 2; an inclined strut 19 is arranged between the second eave corridor frame 4 and the gable 14 on the corresponding side;
the cement pressure plate 7, the waterproof layer 8, the upper insulating layer 9 and the protection plate 10 are sequentially paved on the tops of the steel-wood roof truss 2, the concrete layer 6, the first eave veranda frame 3 and the second eave veranda frame 4 from bottom to top; the water-guiding strips 11 are longitudinally arranged above the protection plate 10 in parallel at intervals; the battens 12 are connected to the top of the water guiding strips 11 at intervals along the inclination direction of the roof; the blue brick surface layer 13 is formed by paving a lower layer blue brick block 13.1 and an upper layer blue brick block 13.2; the lower layer green brick blocks 13.1 are provided with a plurality of groups and are arranged along the inclined direction of the roof, and the lower parts of the upper group of lower layer green brick blocks 13.1 are pressed on the upper parts of the lower group of lower layer green brick blocks 13.1; the bottom of each group of upper layer black brick blocks 13.2 is provided with a supporting and connecting plate 13.3; the upper end of the butt plate 13.3 is provided with a hook 13.3.1, and a hook 13.3.1 is hung on the corresponding tile hanging strip 12; a baffle 13.3.2 is arranged at the lower end of the supporting plate 13.3, and a baffle 13.3.2 is arranged on the lower end face of the upper layer black brick block 13.2 in a blocking manner; the butt plate 13.3 is connected with the battens 12 through first fasteners 13.4; the lower layer green brick block 13.1 is connected with the supporting and connecting plate 13.3 through a second fastener 13.5; a plurality of groups of upper layer green brick blocks 13.2 are laid corresponding to the lower layer green brick blocks 13.1, and the upper group of lower layer green brick blocks 13.1 are spliced and connected with the lower group of upper layer green brick blocks 13.2;
the outer sides of the first eave gallery frame 3 and the second eave gallery frame 4 are provided with a drainage ditch 20 along the longitudinal through length;
a cover plate 37 is arranged at the ridge and above the blue brick surface layer 13; and two side edges of the cover plate 37 are connected with the upper layer green brick blocks 13.2 on two sides of the ridge.
In this embodiment, the roof panel 1 is provided with the pore canals 21 at intervals along the long axial direction of the vertical section of the roof panel 1; first embedded parts 22 are embedded at intervals at the top of the roof panel 1; the longitudinal section of the first embedded part 22 is in an inverted T shape, the horizontal edge of the first embedded part 22 is embedded in the roof panel 1, and the upper part of the vertical edge of the first embedded part 22 is inserted in the lower heat-insulating layer 5.
In this embodiment, a second embedded part 23 is embedded on the outer side surface of the gable 14 at a position corresponding to the first eaves gallery frame 3; the second embedded part 23 comprises a second embedded plate 23.1 and a second anchoring rib 23.2; the second buried plate 23.1 is in an inverted L shape and is attached to the upper part of the outer side surface of the gable 14 and the top of the gable 14; the second anchoring rib 23.2 is embedded in the gable 14, and the end of the second anchoring rib 23.2 is connected with the second embedded plate 23.1.
In the embodiment, the first eave veranda frame 3 is made of i-steel, the inner end of the first eave veranda frame 3 is welded with the second embedded part 23, and the lower part of the outer end of the first eave veranda frame 3 is provided with a first notch 24; a first eave board 25 is arranged at the outer end of the first eave corridor frame 3 and positioned at the first gap 24; the upper part of the outer end of the first eaves corridor frame 3 is provided with a first sealing plate 26.
In this embodiment, the outer ends of the first eave veranda frame 3 and the second eave veranda frame 4 are provided with longitudinal support rods 27 throughout the length of the inner sides of the drainage ditches 20; the drainage ditch 20 is detachably connected with the longitudinal support bar 27.
In this embodiment, a third embedded part 28 is embedded in the gable 14 at a position corresponding to the second eaves corridor frame 4; the third embedded part 28 comprises a third embedded plate 28.1 and a third anchoring rib 28.2; the third buried plate 28.1 comprises an inner panel 28.1.1, an outer panel 28.1.2 and a top panel 28.1.3; the inner panel 28.1.1 is attached to the inner side of the gable 14, the outer panel 28.1.2 is attached to the outer side of the gable 14, and the top panel 28.1.3 is attached to the top of the gable 14; the third anchor rib 28.2 is drawn between the inner panel 28.1.1 and the outer panel 28.1.2; the inner end of the second eaves veranda frame 4 is connected with the outer panel 28.1.2 of the third embedded part 28; and two ends of the steel-wood roof truss 2 are respectively connected with the inner panel 28.1.1 of the third embedded part 28 on the corresponding side in a welding manner.
In this embodiment, the second eaves corridor frame 4 includes a second upper chord 4.1, a second vertical web member 4.2, a second diagonal web member 4.3 and a second lower chord 4.4; the second upper chord 4.1 is arranged corresponding to the first upper chord 2.1 and comprises an intermediate steel rod piece 4.1.1, a second outer wrapping batten 4.1.2 and a second split bolt 4.1.3; the longitudinal section of the middle section steel rod piece 4.1.1 is in a dry shape and comprises a second top plate 4.1.1a, a second horizontal web plate 4.1.1b and a second vertical web plate 4.1.1 c; two second externally-wrapped battens 4.1.2 are respectively attached to two sides of the lower part of the second vertical web plate 4.1.1c, and the second externally-wrapped battens 4.1.2 are positioned below the second horizontal web plate 4.1.1 b; the second outer-wrapping batten 4.1.2 is connected with the middle section steel rod piece 4.1.1 through a second split bolt 4.1.3; the bottom edge of the second externally-wrapped batten 4.1.2 exceeds the bottom edge of the middle section steel rod piece 4.1.1; the lower part of the outer end of the second upper chord 4.1 is provided with a second gap 29; a second eave board 30 is arranged at the outer end of the second upper chord 4.1 and positioned at the second gap 29; a second sealing plate 31 is arranged at the upper part of the outer end of the second eaves gallery frame 4;
the second vertical web members 4.2 are provided with a group and are connected below the second upper chord members 4.1 at intervals in parallel along the transverse direction; the second vertical web member 4.2 comprises a second plywood 4.2.1 and a second inner steel plate 4.2.2; the second wood clamping plate 4.2.1 is clamped at two sides of the second inner steel plate 4.2.2 and is fixedly connected with the second inner steel plate 4.2.2; the top of the second inner steel plate 4.2.2 exceeds the top of the second plywood 4.2.1, and the exceeding part is inserted between the lower parts of two second outer clad wood strips 4.1.2 on the second upper chord 4.1 and is welded with the middle section steel rod piece 4.1.1;
the second diagonal web members 4.3 are connected to the upper parts of the second vertical web members 4.2, and one second diagonal web member is arranged at each of the front and rear sides of each second vertical web member 4.2; the second diagonal web members 4.3 are obliquely arranged along the gradient direction of one side corresponding to the second upper chord member 4.1, and the second diagonal web members 4.3 which are transversely adjacent are arranged at intervals; the second diagonal web members 4.3 are made of wood, and the second diagonal web members 4.3 corresponding to the front side and the rear side are connected with the second vertical web members 4.2 through second upper tie bolts 4.5;
the second lower chord members 4.4 are connected to the lower parts of the second vertical web members 4.2, and one second lower chord member is arranged at each of the front and rear sides of each second vertical web member 4.2; the second lower chords 4.4 are obliquely arranged along the gradient direction of one side corresponding to the second upper chords 4.1, and the second lower chords 4.4 which are adjacent transversely are connected in a lap joint mode; the second lower chord 4.4 is made of wood, and the second lower chord 4.4 corresponding to the front side and the rear side is connected with the second vertical web member 4.2 through a second lower tie bolt 4.6; the lower end of the second lower chord 4.4 is provided with a second wood plate edge sealing 4.4.1; the second wood board edge sealing 4.4.1 is L-shaped and is arranged on the end face and the bottom face of the second lower chord 4.4.
In this embodiment, a first purlin connecting plate 32 is arranged on the first upper chord 2.1 of the steel-wood roof truss 2 and above the first horizontal web 2.1.1 b; the first purline connecting plates 32 are clamped at two sides of the end part of the roof purline 15 and connected with the roof purline 15 through first connecting bolts 34.
In this embodiment, first purlin connecting plates 32 are arranged at the front side and the rear side of the first eaves corridor frame 3 and at the connecting positions corresponding to the first eaves corridor purlins 35; the first purline connecting plates 32 are clamped at two sides of the end parts of the first eaves corridor purlines 35 and are connected with the first eaves corridor purlines 35 through first connecting bolts 34;
second purline connecting plates 33 are arranged on the front side and the rear side of the second upper chord 4.1 and above the second horizontal web 4.1.1 b; and the second purline connecting plates 33 are clamped at two sides of the end parts of the second eaves corridor purlines 18 and are connected with the second eaves corridor purlines 18 through second connecting bolts 36.
In the embodiment, the first vertical web members 2.3 at two sides of the ridge are connected through the horizontal pull rod 2.8.
The construction method of the landscape house antique green brick roof system comprises the following steps.
The method comprises the following steps: constructing the roof panel 1; the roof panel 1 is formed by pouring concrete; embedded parts need to be embedded in the roof panel 1 before pouring, and the embedded parts are used in the later period.
Step two: constructing the steel-wood roof truss 2; the steel-wood roof truss 2 is a combination of a steel structure and a wood structure, the steel structure serves as a bearing stress role, the wood structure is wrapped outside the steel structure to serve as a decorative layer, and the steel structure and the wood structure are combined through bolting; firstly, arranging a group of steel-wood roof trusses 2 between the gable walls 14 on two sides at intervals along the longitudinal direction, and locating the steel-wood roof trusses at the position between the two roof panels 1, wherein two ends of each steel-wood roof truss 2 are fixedly connected with the gable wall 14 on one corresponding side; roof purlines 15 are connected between the adjacent steel-wood roof trusses 2 and between the steel-wood roof trusses 2 and the corresponding roof panel 1; and a steel support 16 is supported between the end part of the steel-wood roof truss 2 and the gable 14 on the corresponding side.
Step three: construction of the heat preservation waterproof layer: carry out the construction of heat preservation 5, concrete layer 6, cement pressure plate 7, waterproof layer 8, last heat preservation 9 and guard plate 10 down in proper order: firstly brushing 3mm polyurethane waterproof paint on the top of the roof board 1 and the steel-wood roof truss 2, paving 100mm extruded polystyrene boards on the waterproof paint for heat preservation, pouring 40mm C25 concrete layer 6, paving 12mm cement pressure boards 7, and performing staggered lap joint. Two waterproof layers 8 made of ethylene propylene diene monomer with the thickness of 1.5mm are made on the cement pressure plate 7, an extruded polystyrene board with the thickness of 30mm is paved on the coiled material, and the heat preservation layer is also made.
Step four: and (3) construction of a roof surface layer: constructing a water-guiding strip 11, constructing a tile hanging strip 12 on the top of the water-guiding strip 11, and then installing a lower layer black brick block 13.1 and an upper layer black brick block 13.2 on the tile hanging strip 12; and a 60 x 300 mm-sized gold brick pressing strip cover seam is arranged at the joint of the upper layer black brick piece 13.2.
The above embodiments are not intended to be exhaustive or to limit the invention to other embodiments, and the above embodiments are intended to illustrate the invention and not to limit the scope of the invention, and all applications that can be modified from the invention are within the scope of the invention.
Claims (10)
1. The utility model provides a view room archaize green brick roofing system which characterized in that: the roof plate is characterized by comprising a roof plate (1), a steel-wood roof truss (2), a first eave gallery frame (3), a second eave gallery frame (4), a lower heat-insulating layer (5), a concrete layer (6), a cement pressure plate (7), a waterproof layer (8), an upper heat-insulating layer (9), a protection plate (10), a water-guiding strip (11), tile hanging strips (12) and a grey brick surface layer (13); the two roof panels (1) are respectively arranged between the tops of the gable walls (14) at the two sides and close to the two ends of the gable walls (14); the vertical section of the roof panel (1) is in a herringbone shape, and two ends of the roof panel (1) are respectively fixedly connected with the gable wall (14) on the corresponding side; the first eave gallery frame (3) is respectively arranged at two sides of the roof panel (1), and the inner end of the first eave gallery frame (3) is connected with the outer side surface of the gable wall (14); a first eaves corridor purline (35) is connected between the adjacent first eaves corridor frames (3); the steel-wood roof truss (2) is provided with a group of steel-wood roof trusses which are arranged between the gable walls (14) on the two sides at intervals along the longitudinal direction and are positioned between the two roof panels (1); the steel-wood roof truss (2) is in a herringbone shape, and two ends of the steel-wood roof truss (2) are respectively fixedly connected with the gable wall (14) on the corresponding side; roof purlines (15) are connected between the adjacent steel-wood roof trusses (2) and between the steel-wood roof trusses (2) and the corresponding roof panel (1); a steel support (16) is supported between the end part of the steel-wood roof truss (2) and the gable wall (14) at the corresponding side; the steel-wood roof truss (2) comprises a first upper chord (2.1), a suspender (2.2), a first vertical web member (2.3), a first inclined web member (2.4) and a first lower chord (2.5);
the first upper chord (2.1) comprises a herringbone rod piece (2.1.1), a first externally-wrapped batten (2.1.2) and a first split bolt (2.1.3); the herringbone rod piece (2.1.1) is made of section steel with a dry longitudinal section and comprises a first top plate (2.1.1 a), a first horizontal web plate (2.1.1 b) and a first vertical web plate (2.1.1 c); two first externally-wrapped battens (2.1.2) are respectively attached to two sides of the lower part of the first vertical web plate (2.1.1 c), and the first externally-wrapped battens (2.1.2) are positioned below the first horizontal web plate (2.1.1 b); the first externally-wrapped batten (2.1.2) is connected with the herringbone rod piece (2.1.1) through a first split bolt (2.1.3); the bottom edge of the first wrapping wood strip (2.1.2) exceeds the bottom edge of the herringbone rod piece (2.1.1);
the suspension rods (2.2) are provided with a group and are suspended below the first upper chord (2.1) at intervals in parallel along the transverse direction; the hanger rod (2.2) comprises a vertical batten (2.2.1) and a connecting steel plate (2.2.2); the upper part of the vertical batten (2.2.1) is provided with a slot (17); the connecting steel plate (2.2.2) is inserted into the slot (17), and the top of the connecting steel plate (2.2.2) exceeds the top of the vertical batten (2.2.1); the lower part of the connecting steel plate (2.2.2) is connected with the vertical beam (2.2.1) through a first hidden bolt (2.2.3); the part of the connecting steel plate (2.2.2) exceeding the top of the vertical battens (2.2.1) is inserted between the lower parts of the two first externally-wrapped battens (2.1.2) on the first upper chord (2.1) and is welded with the herringbone rod piece (2.1.1);
the first vertical web members (2.3) are provided with a group and are connected below the first upper chord member (2.1) in parallel along the transverse direction at intervals; the first vertical web member (2.3) comprises a first plywood (2.3.1) and a first inner steel plate (2.3.2); the first wood clamping plates (2.3.1) are clamped at two sides of the first inner steel plate (2.3.2) and fixedly connected with the first inner steel plate (2.3.2); the top of the first inner steel plate (2.3.2) exceeds the top of the first plywood (2.3.1), and the exceeding part is inserted between the lower parts of the two first externally-wrapped battens (2.1.2) on the first upper chord (2.1) and is welded with the herringbone rod piece (2.1.1);
the first diagonal web members (2.4) are connected to the upper parts of the first vertical web members (2.3), and one first diagonal web member is arranged at each of the front side and the rear side of each first vertical web member (2.3); the first diagonal web members (2.4) are obliquely arranged along the gradient direction of one side corresponding to the first upper chord member (2.1), and the first diagonal web members (2.4) which are transversely adjacent are arranged at intervals; the first diagonal web members (2.4) are made of wood, and the first diagonal web members (2.4) corresponding to the front side and the rear side are connected with the first vertical web members (2.3) through first upper tie bolts (2.6);
the first lower chord members (2.5) are connected to the lower parts of the first vertical web members (2.3), and one first lower chord member is arranged on each of the front and rear sides of each first vertical web member (2.3); the first lower chords (2.5) are obliquely arranged along the gradient direction of one side corresponding to the first upper chords (2.1), and the first lower chords (2.5) which are adjacent transversely are connected in a lap joint mode; the first lower chord (2.5) is made of wood, and the first lower chord (2.5) corresponding to the front side and the rear side is connected with the first vertical web member (2.3) through a first lower tie bolt (2.7); the lower end of the first lower chord (2.5) is provided with a first wood board edge sealing (2.5.1); the first wood board edge sealing (2.5.1) is L-shaped and is arranged on the end surface and the bottom surface of the first lower chord (2.5);
two groups of second eaves gallery frames (4) are respectively arranged on two sides of the steel-wood roof truss (2), and the inner ends of the second eaves gallery frames (4) are connected with the outer side face of the gable wall (14); the top surface of the second eave gallery frame (4) is in smooth transition with the top surface of the steel-wood roof truss (2); a second eaves corridor purline (18) is connected between the adjacent second eaves corridor frames (4); the lower heat-insulating layer (5) and the concrete layer (6) are sequentially paved on the top of the roof panel (1) from bottom to top, and the top surface of the concrete layer (6) is flush with the top surface of the steel-wood roof truss (2); an inclined strut (19) is arranged between the second eave gallery frame (4) and the gable wall (14) on the corresponding side;
the cement pressure plate (7), the waterproof layer (8), the upper heat-insulating layer (9) and the protection plate (10) are sequentially paved on the tops of the steel-wood roof truss (2), the concrete layer (6), the first eave corridor frame (3) and the second eave corridor frame (4) from bottom to top; the water-guiding strips (11) are longitudinally arranged above the protection plate (10) in parallel at intervals; the tile hanging strips (12) are connected to the top of the water guiding strip (11) at intervals along the inclination direction of the roof; the green brick surface layer (13) is formed by laying a lower layer green brick (13.1) and an upper layer green brick (13.2); the lower layer green bricks (13.1) are provided with a plurality of groups and are arranged along the inclined direction of the roof, and the lower parts of the upper group of lower layer green bricks (13.1) are in pressure joint with the upper parts of the lower group of lower layer green bricks (13.1); a supporting plate (13.3) is arranged at the bottom of each group of upper layer green bricks (13.2); the upper end of the butt plate (13.3) is provided with a hook (13.3.1), and the hook (13.3.1) is hung on the corresponding tile hanging strip (12); the lower end of the support plate (13.3) is provided with a baffle (13.3.2), and the baffle (13.3.2) is arranged on the lower end face of the upper layer green brick (13.2) in a blocking manner; the butt plate (13.3) is connected with the battens (12) through a first fastener (13.4); the lower layer green brick blocks (13.1) are connected with the supporting and connecting plate (13.3) through second fasteners (13.5); the upper layer green bricks (13.2) are provided with a plurality of groups and are laid corresponding to the lower layer green bricks (13.1), and the upper group of lower layer green bricks (13.1) are spliced and connected with the lower group of upper layer green bricks (13.2);
the outer sides of the first eave gallery frame (3) and the second eave gallery frame (4) are provided with a drainage ditch (20) along the longitudinal length;
a cover plate (37) is arranged at the ridge and above the blue brick surface layer (13); and two side edges of the cover plate (37) are connected with upper layer green bricks (13.2) on two sides of the ridge.
2. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: in the roof panel (1), pore channels (21) are arranged at intervals along the long axial direction of the vertical section of the roof panel (1); first embedded parts (22) are embedded at the top of the roof panel (1) at intervals; the longitudinal section of the first embedded part (22) is in an inverted T shape, the horizontal edge of the first embedded part (22) is embedded in the roof panel (1), and the upper part of the vertical edge of the first embedded part (22) is inserted in the lower heat-insulating layer (5).
3. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: a second embedded part (23) is embedded on the outer side surface of the gable wall (14) at a position corresponding to the first eaves gallery frame (3); the second embedded part (23) comprises a second embedded plate (23.1) and a second anchoring rib (23.2); the second buried plate (23.1) is in an inverted L shape and is attached to the upper part of the outer side surface of the gable wall (14) and the top of the gable wall (14); the second anchoring rib (23.2) is embedded in the gable (14), and the end of the second anchoring rib (23.2) is connected with the second embedded plate (23.1).
4. The landscape house archaizing green brick roofing system according to claim 3, characterized in that: the first eave gallery frame (3) is made of I-shaped steel, the inner end of the first eave gallery frame (3) is welded with the second embedded part (23), and the lower part of the outer end of the first eave gallery frame (3) is provided with a first notch (24); a first eave board (25) is arranged at the outer end of the first eave corridor frame (3) and positioned at the first gap (24); and a first sealing plate (26) is arranged at the upper part of the outer end of the first eaves gallery frame (3).
5. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: the outer ends of the first eave veranda frame (3) and the second eave veranda frame (4) and the inner side of the drainage ditch (20) are provided with longitudinal support rods (27) in a through-length manner; the drainage ditch (20) is detachably connected with the longitudinal supporting rod (27).
6. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: a third embedded part (28) is embedded in the position, corresponding to the second eaves gallery frame (4), on the gable wall (14); the third embedded part (28) comprises a third embedded plate (28.1) and a third anchoring rib (28.2); the third buried plate (28.1) comprises an inner panel (28.1.1), an outer panel (28.1.2) and a top panel (28.1.3); the inner panel (28.1.1) is attached to the inner side face of the gable wall (14), the outer panel (28.1.2) is attached to the outer side face of the gable wall (14), and the top panel (28.1.3) is attached to the top of the gable wall (14); the third anchoring rib (28.2) is arranged between the inner panel (28.1.1) and the outer panel (28.1.2) in a pulling way; the inner end of the second eaves corridor frame (4) is connected with an outer panel (28.1.2) of a third embedded part (28); and two ends of the steel-wood roof truss (2) are respectively connected with the inner panel (28.1.1) of the third embedded part (28) on the corresponding side in a welding manner.
7. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: the second eaves gallery frame (4) comprises a second upper chord (4.1), a second vertical web member (4.2), a second inclined web member (4.3) and a second lower chord (4.4); the second upper chord (4.1) is arranged corresponding to the first upper chord (2.1) and comprises an intermediate steel rod piece (4.1.1) and a second outer-wrapping batten (4.1.2); the longitudinal section of the middle section steel rod piece (4.1.1) is in a dry shape and comprises a second top plate (4.1.1 a), a second horizontal web plate (4.1.1 b) and a second vertical web plate (4.1.1 c); two second externally-wrapped battens (4.1.2) are respectively attached to two sides of the lower part of the second vertical web plate (4.1.1 c), and the second externally-wrapped battens (4.1.2) are positioned below the second horizontal web plate (4.1.1 b); the second outer-wrapping batten (4.1.2) is connected with the middle section steel rod piece (4.1.1) through a second split bolt (4.1.3); the bottom edge of the second externally-wrapped batten (4.1.2) exceeds the bottom edge of the middle section steel rod piece (4.1.1); the lower part of the outer end of the second upper chord (4.1) is provided with a second gap (29); a second eave board (30) is arranged at the outer end of the second upper chord (4.1) and positioned at the second gap (29); a second sealing plate (31) is arranged at the upper part of the outer end of the second eaves gallery frame (4);
the second vertical web members (4.2) are provided with a group and are connected below the second upper chord members (4.1) in parallel along the transverse direction at intervals; the second vertical web member (4.2) comprises a second plywood (4.2.1) and a second inner steel plate (4.2.2); the second wood clamping plates (4.2.1) are clamped at two sides of the second inner steel plate (4.2.2) and fixedly connected with the second inner steel plate (4.2.2); the top of the second inner steel plate (4.2.2) exceeds the top of the second plywood (4.2.1), and the exceeding part is inserted between the lower parts of two second outer-wrapping battens (4.1.2) on the second upper chord (4.1) and is welded with the middle section steel rod piece (4.1.1);
the second diagonal web members (4.3) are connected to the upper parts of the second vertical web members (4.2), and one second diagonal web member is arranged at the front side and the rear side of each second vertical web member (4.2); the second diagonal web members (4.3) are obliquely arranged along the gradient direction of one side corresponding to the second upper chord member (4.1), and the second diagonal web members (4.3) which are transversely adjacent are arranged at intervals; the second diagonal web members (4.3) are made of wood, and the second diagonal web members (4.3) corresponding to the front side and the rear side are connected with the second vertical web members (4.2) through second upper tie bolts (4.5);
the second lower chord members (4.4) are connected to the lower parts of the second vertical web members (4.2), and one second lower chord member is arranged on each of the front and rear sides of each second vertical web member (4.2); the second lower chords (4.4) are obliquely arranged along the gradient direction of one side corresponding to the second upper chords (4.1), and the second lower chords (4.4) which are adjacent transversely are connected in a lap joint mode; the second lower chord (4.4) is made of wood, and the second lower chord (4.4) corresponding to the front side and the rear side is connected with the second vertical web member (4.2) through a second lower tie bolt (4.6); the lower end of the second lower chord (4.4) is provided with a second wood plate edge sealing (4.4.1); the second wood board sealing edge (4.4.1) is L-shaped and is arranged on the end face and the bottom face of the second lower chord (4.4).
8. The landscape house archaizing green brick roofing system according to claim 1, characterized in that: a first purline connecting plate (32) is arranged on the first upper chord (2.1) of the steel-wood roof truss (2) and above the first horizontal web (2.1.1 b); the first purline connecting plates (32) are clamped at two sides of the end parts of the roof purlines (15) and connected with the roof purlines (15) through first connecting bolts (34).
9. The landscape house archaizing green brick roofing system according to claim 7, characterized in that: first purlin connecting plates (32) are arranged on the front side and the rear side of the first eaves corridor frame (3) and at positions corresponding to the connection positions of first eaves corridor purlins (35); the first purline connecting plates (32) are clamped at two sides of the end parts of the first eaves corridor purlines (35) and are connected with the first eaves corridor purlines (35) through first connecting bolts (34);
second purline connecting plates (33) are arranged on the front side and the rear side of the second upper chord (4.1) and above the second horizontal web (4.1.1 b); and the second purline connecting plates (33) are clamped at two sides of the end parts of the second eaves corridor purlines (18) and are connected with the second eaves corridor purlines (18) through second connecting bolts (36).
10. The construction method of the landscape house antique blue-brick roofing system according to any one of claims 1 to 9, characterized by comprising the following steps:
the method comprises the following steps: constructing the roof panel (1); the roof panel (1) is formed by pouring concrete;
step two: constructing the steel-wood roof truss (2); arranging a group of steel-wood roof trusses (2) between the gable walls (14) on two sides at intervals along the longitudinal direction, and locating the steel-wood roof trusses at the position between the two roof panels (1), wherein two ends of the steel-wood roof trusses (2) are respectively fixedly connected with the gable walls (14) on the corresponding side; roof purlines (15) are connected between the adjacent steel-wood roof trusses (2) and between the steel-wood roof trusses (2) and the corresponding roof panels (1); a steel support (16) is arranged between the end part of the steel-wood roof truss (2) and the gable wall (14) on the corresponding side;
step three: construction of the heat preservation waterproof layer: sequentially constructing a lower heat-insulating layer (5), a concrete layer (6), a cement pressure plate (7), a waterproof layer (8), an upper heat-insulating layer (9) and a protection plate (10);
step four: and (3) construction of a roof surface layer: constructing a water guiding strip (11), constructing a tile hanging strip (12) at the top of the water guiding strip (11), and then installing a lower layer green brick (13.1) and an upper layer green brick (13.2) on the tile hanging strip (12).
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| CN202011395263.9A CN112482640B (en) | 2020-12-03 | 2020-12-03 | Landscape house antique green brick roof system and construction method thereof |
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| CN202011395263.9A CN112482640B (en) | 2020-12-03 | 2020-12-03 | Landscape house antique green brick roof system and construction method thereof |
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| CN114718250A (en) * | 2022-03-14 | 2022-07-08 | 中建二局装饰工程有限公司 | Archaizing building group |
| CN114991374B (en) * | 2022-06-14 | 2023-06-13 | 中建八局总承包建设有限公司 | Inverted arch slope roof structure |
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