CN109057042A - A kind of construction method of concrete shear force wall installation lightweight wood structure roof - Google Patents
A kind of construction method of concrete shear force wall installation lightweight wood structure roof Download PDFInfo
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- CN109057042A CN109057042A CN201811039578.2A CN201811039578A CN109057042A CN 109057042 A CN109057042 A CN 109057042A CN 201811039578 A CN201811039578 A CN 201811039578A CN 109057042 A CN109057042 A CN 109057042A
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- Prior art keywords
- shear force
- construction method
- force wall
- concrete shear
- wall installation
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- 239000002023 wood Substances 0.000 title claims abstract description 37
- 239000004567 concrete Substances 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000009434 installation Methods 0.000 title claims abstract description 16
- 239000003973 paint Substances 0.000 claims abstract description 6
- 238000005266 casting Methods 0.000 claims abstract description 3
- 238000000034 method Methods 0.000 abstract description 5
- 238000009413 insulation Methods 0.000 description 7
- 101100491335 Caenorhabditis elegans mat-2 gene Proteins 0.000 description 5
- 230000006378 damage Effects 0.000 description 4
- 210000003195 fascia Anatomy 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000009423 ventilation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 125000004122 cyclic group Chemical group 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 3
- 238000003786 synthesis reaction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 241000255925 Diptera Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 239000003595 mist Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- VIKNJXKGJWUCNN-XGXHKTLJSA-N norethisterone Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](C)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 VIKNJXKGJWUCNN-XGXHKTLJSA-N 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of construction methods of concrete shear force wall installation lightweight wood structure roof, its key points of the technical solution are that the following steps are included: 1. casting concrete foundation wall, pre-embedded bolt are levelling；2. being laid with collision mat；3. anticorrosive wood is fixed；4. wooden truss processing is lifted and is fixed with pre-embedded bolt；5. roof boarding is laid with；6. roofing SBS waterproof roll is laid with；7. roofing tile item and roofing tile construction；8. sanding and paint application.The present invention provides a kind of methods that quick, safety builds light-duty wooden building.
Description
Technical field
The present invention relates to construction, in particular to a kind of construction party of concrete shear force wall installation lightweight wood structure roof
Method.
Background technique
The structural system that light-duty wooden building is mainly made of gallows timber wall, the wooden superstructure and log cabin convering system, the knot
Structure system is made of being built as various wood products, to undertake and transmit all kinds of load acted in structure.Currently, light-duty wood knot
Structure has been widely used in the house of many countries and regions and commercial and industrial project in the world.
Japan in Asia, European Finland, Sweden, the developed countries such as the U.S., Canada of North America, in folk building
Popularity modern wood frame house, forms the gesture stood like the legs of a tripod with precast reinforced concrete structure, steel construction,
Either architectural style, structural system, construction mode have respective characteristic, are the advanced representatives of current world's timber buildings.
In the early days of foundation, construction speed is very fast in China, and timber is due to being easy to gather materials on the spot and the characteristics of easy making process, in house
Occupy suitable specific gravity in building.To in the 1980s, and can not be bought at that time from international market due to forest resourceies shortage
Timber, so that timber structure was once being interrupted in the application of China.
In recent years, as external wooden house enters Chinese market, and domestic timber buildings related specifications go out
Platform, the research and application of China's timber buildings start to recover, but the timber buildings that China develops at present mostly use greatly state
Outer maturation timber buildings, are the building systems with North America style.
Summary of the invention
The purpose of the present invention is to provide a kind of construction methods of concrete shear force wall installation lightweight wood structure roof, can
Fast, safe construction light-duty wooden building.
Above-mentioned purpose of the invention has the technical scheme that a kind of concrete shear force wall installation is light-duty
The construction method of timber structure roof truss, comprising the following steps:
1. casting concrete foundation wall, pre-embedded bolt are levelling；
2. being laid with collision mat；
3. anticorrosive wood is fixed；
4. wooden truss processing is lifted and is fixed with pre-embedded bolt；
5. roof boarding is laid with；
6. roofing SBS waterproof roll is laid with；
7. roofing tile item and roofing tile construction；
8. sanding and paint application.
By using above-mentioned technical proposal, the synthesis construction cost of cast-in-place concrete foundation wall is low, and wooden truss toughness is big,
Structure is light, has preferable elastic recovery, has very strong resistivity for moment impact load and Cyclic fatigue destruction,
It can will not be collapsed by the elastic reset of itself when being subjected to displacement, there are various advantages compared to existing building.
Further, the step 1. in, pre-embedded bolt expose anticorrosive wood length be 50-100 millimeters.
Further, the step 1. in, pre-embedded bolt is L-type anchor bolt, and the setting spacing of anchor bolt is 800-1000 millimeters,
And anchor bolt is added at concrete foundation wall.
Further, in the step 2, collision mat with a thickness of 0.5-1 millimeters.
Further, the step 4. in, fixed between wooden each component of truss using web plate attachment screw.
Further, the step 4. in, be fixedly connected between wooden truss and anticorrosive wood by herringbone plate.
In conclusion the invention has the following advantages: the synthesis construction cost of cast-in-place concrete foundation wall is low, and it is wooden
Truss toughness is big, and structure is light, has preferable elastic recovery, has for moment impact load and Cyclic fatigue destruction very strong
Resistivity, can will not be collapsed, be had compared to existing building multi-party by the elastic reset of itself when being subjected to displacement
The advantage in face.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of concrete shear force wall cooperation lightweight wood structure roof.
In figure, 1, concrete foundation wall；2, collision mat；3, anticorrosive wood；4, wooden truss；5, heat insulation integrated；6, levelling sand
Pulp layer；7, roof boarding；8, fly net；9, fender skid.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment 1: a kind of construction method of concrete shear force wall installation lightweight wood structure roof mainly includes referring to Fig.1
The fixed wooden truss 4 positioned at the cast-in-place concrete foundation wall 1 of lower part and above wall and with concrete foundation wall 1.It is cast-in-place
The synthesis construction cost of concrete foundation wall 1 is low, and 4 toughness of wooden truss is big, and structure is light, has preferable elastic recovery, right
There is very strong resistivity in moment impact load and Cyclic fatigue destruction, it can be by itself elastic reset when being subjected to displacement
And will not collapse, there are various advantages compared to existing building.
Specifically, heat insulation integrated structure 5 is provided on the outside of concrete foundation wall 1, in the outside of heat insulation integrated structure 5
It is provided with leveling mortar layer 6.Heat insulation integrated structure 5 can select insulation board.
The head clearance of concrete foundation wall 1 is provided with pre-embedded bolt, while top is equipped with one layer of collision mat 2, waterproof
Pad with a thickness of 0.5-1 millimeters, anticorrosive wood 3 is provided on collision mat 2.The end of pre-embedded bolt is pierced by anticorrosive wood 3 and matches
Conjunction has nut, is connected as one collision mat 2 and anticorrosive wood 3 with this.The length that pre-embedded bolt is pierced by anticorrosive wood 3 is 50-100 milli
Rice.Pre-embedded bolt is L-type anchor bolt, and the setting spacing of anchor bolt is 800-1000 millimeters, adds anchor bolt at concrete foundation wall 1.
Wooden truss 4 is fixed on anticorrosive wood 3 by herringbone plate, is cooperated between each component of wooden truss 4 using web plate
Screw is fixed.The part that wooden truss 4 stretches out outside concrete foundation wall 1 is eaves, and bottom offers ventilation hole, for outdoor and
Wooden 4 inner ventilation of truss.The bottom later period installation plasterboard that wooden truss 4 is located at indoor section is closed, while it is pushed up
Portion's later period also will do it sealing, cavity structure be integrally formed, and by ventilation hole and outdoor exchange of air, so that indoor more empty
Gas is dry, cool in summer and warm in winter.
Ventilation hole on wooden truss 4 is blocked by roof boarding 7, and the middle part of roof boarding 7 is provided with fly net 8, is keeping divulging information
While prevent mosquito enter.
In actual use, rainwater and water mist can enter anticorrosive wood 3, collision mat 2 and concrete foundation wall by fly net 8
In the gap that 1 three is formed；Rainwater can also be entered in above-mentioned gap by infiltration leveling mortar layer 6 simultaneously, either way
The service life of anticorrosive wood 3 can be impacted.In order to solve this problem, gear is arranged at the top of heat insulation integrated structure 5 in we
Wood 9, fender skid 9 are arranged against anticorrosive wood 3, and top is concordant with anticorrosive wood 3；Leveling mortar layer 6 coats fender skid 9 simultaneously.Fender skid 9
It is arranged and extends the path that infiltration enters above-mentioned gap, while the cladding of leveling mortar layer 6 has also exceeded heat insulation integrated structure 5
Top, protect it is more complete, both sides improve so that infiltration is not easy to impact anticorrosive wood 3.
Wooden truss 4 after installation is complete its it is subsequent to carry out work of binding, specifically include roof boarding be laid with, roofing SBS
Waterproof, roofing tile item and roofing tile construction and the several processes of sanding paint application.
When roof boarding is laid with, the length adjustment for first stretching out wooden truss 4 is consistent, and it is horizontal to hang one by the thickness of fascia
Elongated straight line, with reference to the bundle of lines fascia nail on wooden truss 4.When construction, fascia is generally higher by wooden truss 4 and winds up
A part of distance, then on roof tile one layer of OSB plate, first along fascia tile a row, two misarrangements seam be arranged successively until
Staggeredly roof is arrived in tiling.
Then roofing SBS waterproof is carried out, is cleaning base first, then brushing base treatment agent, subsequent processing extra play,
It is laid with SBS waterproof roll, coiled material connector is bonded, finally completes examination.
Next on waterproof roll by spacing and wooden truss 4 wind up it is corresponding order counter battens, according still further to roofing tile
Specification fixes tile batten.Self-healing cold bonding waterproof roll can effectively overcome counter battens to bind the damage of generation, be not in room
Face leakage scenarios.Tile batten starts to install roofing tile after installing, and installs beginning sanding and paint application after roofing tile.
In addition to outdoor work, interior will also carry out the installation of ceiling.
Concrete shear force wall installs the construction method of lightweight wood structure roof, mainly comprises the steps that and 1. pours coagulation
Soil matrix wall 1, pre-embedded bolt is levelling；2. being laid with collision mat 2；3. anticorrosive wood 3 is fixed；4. the processing of wooden truss 4, lifting and with it is pre-
Bolt is buried to fix；5. roof boarding is laid with；6. roofing SBS waterproof roll is laid with；7. roofing tile item and roofing tile construction；8. sanding and
Paint application.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (6)
1. a kind of construction method of concrete shear force wall installation lightweight wood structure roof, which comprises the following steps:
1. casting concrete foundation wall (1), pre-embedded bolt is levelling；
2. being laid with collision mat (2)；
3. anticorrosive wood (3) is fixed；
4. wooden truss (4) processing is lifted and is fixed with pre-embedded bolt；
5. roof boarding is laid with；
6. roofing SBS waterproof roll is laid with；
7. roofing tile item and roofing tile construction；
8. sanding and paint application.
2. a kind of construction method of concrete shear force wall installation lightweight wood structure roof according to claim 1, feature
Be: the step 1. in, pre-embedded bolt expose anticorrosive wood (3) length be 50-100 millimeters.
3. a kind of construction method of concrete shear force wall installation lightweight wood structure roof according to claim 2, feature
Be: the step 1. in, pre-embedded bolt is L-type anchor bolt, and the setting spacing of anchor bolt is 800-1000 millimeters, and concrete foundation wall
(1) anchor bolt is added at.
4. a kind of construction method of concrete shear force wall installation lightweight wood structure roof according to claim 3, feature
Be: in the step 2, collision mat (2) with a thickness of 0.5-1 millimeters.
5. a kind of construction method of concrete shear force wall installation lightweight wood structure roof according to claim 4, feature
Be: the step 4. in, fixed between each component of wooden truss (4) using web plate attachment screw.
6. a kind of construction method of concrete shear force wall installation lightweight wood structure roof according to claim 5, feature
Be: the step 4. in, be fixedly connected between wooden truss (4) and anticorrosive wood (3) by herringbone plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811039578.2A CN109057042A (en) | 2018-09-06 | 2018-09-06 | A kind of construction method of concrete shear force wall installation lightweight wood structure roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811039578.2A CN109057042A (en) | 2018-09-06 | 2018-09-06 | A kind of construction method of concrete shear force wall installation lightweight wood structure roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109057042A true CN109057042A (en) | 2018-12-21 |
Family
ID=64760610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811039578.2A Pending CN109057042A (en) | 2018-09-06 | 2018-09-06 | A kind of construction method of concrete shear force wall installation lightweight wood structure roof |
Country Status (1)
| Country | Link |
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| CN (1) | CN109057042A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990070263A (en) * | 1998-02-18 | 1999-09-15 | 김해준 | Architectural structure of earth and timber timber house which maximized the use of natural energy |
| CN101041973A (en) * | 2007-04-09 | 2007-09-26 | 德胜（苏州）洋楼有限公司 | Construction technique for joint of wood structure house main body and concrete bed |
| CN101078292A (en) * | 2007-06-18 | 2007-11-28 | 德胜（苏州）洋楼有限公司 | Method for paving ceramic tile on wood structure house floor |
| CN201972417U (en) * | 2011-01-04 | 2011-09-14 | 同济大学 | Lightweight wood structure roof system |
| CN203008246U (en) * | 2013-01-06 | 2013-06-19 | 绍兴皓诚建设有限公司 | Slope tile femerell structure |
| CN204510480U (en) * | 2015-01-26 | 2015-07-29 | 苏州新巢木结构系统工程有限公司 | A kind of reinforcement type pre-embedded bolt be applied in wooden construction |
| CN106013470A (en) * | 2016-07-15 | 2016-10-12 | 王玉辉 | Joint for preventing water seepage of opening of assembled wood-structure wall body and construction method thereof |
| CN107313560A (en) * | 2017-08-17 | 2017-11-03 | 上海市园林工程有限公司 | The reinforced water-proof roofing of building in the style of the ancients and its construction method |
-
2018
- 2018-09-06 CN CN201811039578.2A patent/CN109057042A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990070263A (en) * | 1998-02-18 | 1999-09-15 | 김해준 | Architectural structure of earth and timber timber house which maximized the use of natural energy |
| CN101041973A (en) * | 2007-04-09 | 2007-09-26 | 德胜（苏州）洋楼有限公司 | Construction technique for joint of wood structure house main body and concrete bed |
| CN101078292A (en) * | 2007-06-18 | 2007-11-28 | 德胜（苏州）洋楼有限公司 | Method for paving ceramic tile on wood structure house floor |
| CN201972417U (en) * | 2011-01-04 | 2011-09-14 | 同济大学 | Lightweight wood structure roof system |
| CN203008246U (en) * | 2013-01-06 | 2013-06-19 | 绍兴皓诚建设有限公司 | Slope tile femerell structure |
| CN204510480U (en) * | 2015-01-26 | 2015-07-29 | 苏州新巢木结构系统工程有限公司 | A kind of reinforcement type pre-embedded bolt be applied in wooden construction |
| CN106013470A (en) * | 2016-07-15 | 2016-10-12 | 王玉辉 | Joint for preventing water seepage of opening of assembled wood-structure wall body and construction method thereof |
| CN107313560A (en) * | 2017-08-17 | 2017-11-03 | 上海市园林工程有限公司 | The reinforced water-proof roofing of building in the style of the ancients and its construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181221 |
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| RJ01 | Rejection of invention patent application after publication |