CN106284740B - Air entrained concrete board for wood frame and its processing method - Google Patents
Air entrained concrete board for wood frame and its processing method Download PDFInfo
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- CN106284740B CN106284740B CN201610678120.6A CN201610678120A CN106284740B CN 106284740 B CN106284740 B CN 106284740B CN 201610678120 A CN201610678120 A CN 201610678120A CN 106284740 B CN106284740 B CN 106284740B
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- wood
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
Abstract
This invention provides a kind of air entrained concrete board for wood frame, and wood mudsill, timber cap, the wooden lateral column surround the wooden outline border of rectangle；Vertical strengthening ribs, the horizontal stiffener that transverse and longitudinal is interlocked are set inside the wooden outline border；Air entrained concrete is filled out in being poured in the wooden outline border；4 horizontal suspension centre M1 are set on the position that vertical strengthening ribs, horizontal stiffener intersect；2 bearing diagonal point M3 are set on the position that vertical strengthening ribs, horizontal stiffener intersect；In vertical strengthening ribs and timber cap junction, 2 vertical suspension centre M2 are set.The beneficial effects of the invention are as follows installation operations significantly to simplify, and assembling speed is fast, using big component general assembly, industrialization degree higher, good economical benefit, and environmental pollution is avoided, it can be highly integrated, reduce a large amount of field operations, is constructed by series, make it have good stress performance.The weight for significantly reducing external heat insulating wall can realize standardization, generalization and industrialization, improve efficiency, reduce resource and energy consumption, reduce cost.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of air entrained concrete board for wood frame and its processing method.
Background technology
Currently, these three traditional energies of oil, coal, natural gas account for energy-consuming about 90% or more, petrochina accounts for half
More than.However the latest data of BP world energy sources statistical yearbooks in 2004 is shown, world oil gross reserves is 1.15 trillion barrels, only
For exploitation 41 years；World reserves of natural gas is 176 tcms, only for exploitation 63 years.Japanese authority's energy research mechanism
Statement, 1,031,600,000,000 tons of worldwide coal reserve can be exploited 231 years；4,360,000 tons of nuclear reaction raw material uranium proven reserve, for 72
Year uses；As it can be seen that the energy that the whole world relies on the most --- oil and gas just will be increasingly exhausted in the first half of 21 century.
Therefore, under the main trend of world's energy resource supply structure transition, building energy conservation is not considered and the house built, it some day can be because
For no energy is available and by social cleaning.It as energy prices gradually go up, remains high, many highly energy-consuming buildings start
Now it is forced to deactivate because not affording to do expensive energy standing charges or the phenomenon that price, rent drop many times.US attempt
Global Oil supply is controlled, strength contains the development in China, Europe, therefore China is faced with unprecedented energy challenge：(1)
Reserves are few per capita, inadequate natural endowment, but energy consumption efficiency is low；(2) China becomes energy consumption big country, and import dependency degree improves；
(3) where the energy becomes China's economic lifeline, national stability safety is threatened.The supply of the energy directly affect the living of the people with
National product.Show by current mining level according to science data, the coal resources of China's oil resource and east will be 2030
Year exhausts, and the exploitation of waterpower resourses is also up to the limit.China's per capita energy's occupancy volume is only the 40% of world average level.It is more
Nian Lai, summer since peak power deficiency and peak-valley difference increase, cause many cities to have to power cuts to limit consumption.And in the whole country
Natural gas raise the price, electric power caused by air-conditioning and heating energy consumption rise, natural gas supply is insufficient early has become undisputable fact.
According to statistics, the building energy consumption of western developed country accounts for the 30% ~ 40% of social total energy consumption, China's construction unit area energy
Consumption is still 3 ~ 5 times of the close developed country of weather, and in some severe cold areas, building energy consumption has accounted for local society total energy consumption
50%, it has been increasingly becoming one of main body of energy consumption.As China's urban and rural buildings total amount constantly increases sharply, energy problem is increasingly
Seriously.Such as continue current building energy consumption situation, the year two thousand twenty China building energy consumption will be close to three times of national energy consumption at present.Cause
This, what State Council formally promulgated《National Program for Medium-to Long-term Scientific and Technological Development (2006 ~ the year two thousand twenty)》In, building is saved
It can be classified as development field with green building.Building energy conservation is maximum, the most direct, the effective side of potentiality in various energy saving ways
Formula, be alleviate energy shortage, solve socio-economic development and energy supply deficiency this to one of contradictory most effective measure.Cause
This, reduces building energy consumption, and to reducing, social total energy consumption, preserving the ecological environment is of great significance.In building energy consumption, pass through
Energy consumption caused by exterior wall accounts for about 50% or so of building total energy consumption, thus, pay attention to wall thermal insulating work, make great efforts to reduce energy consumption, improves
Thermal insulation, the air-tightness of exterior wall have become the key for realizing building energy conservation.Many developed countries worldwide oil danger from 1973
Machine starts, and just recognizes that the critical importance of building energy conservation, wall thermal insulating, continuous revised standard improve power conservation requirement, at present
There is " zero energy consumption " residential standard, and has a small number of buildings up to standard and come into operation.Although the mandatory building energy conservation mark in China
Accurate publication in succession, but building energy consumption problem is still quite serious, building energy conservation has become build a conservation-minded society in it is most weak
One link.As the contradiction of China's rapid economic development and energy shortages is constantly aggravated, solution energy problem is very urgent, pushes away
It is imperative into Building Energy-saving Work.
The energy-efficient development of Foreign Architecture starts from the early 1970s, the 4th Mideast Asian war outburst leads to the first time world
Oil crisis promotes developed country to adopt various measures energy saving, thus proposes the concept of building energy conservation.Foreign Architecture section
Energy development generally experienced 3 stages, from " energy saving " to " improving efficiency ", then arrive " green, ecological, sustainable ".Picture
Some developed countries in the U.S., Japan and Europe, pay much attention to building energy conservation, and a large amount of heat insulating material, New-type heating are empty
The new technologies such as equipment and solar utilization technique, sunshading technology, gravity-flow ventilation are adjusted to be applied to new building and existing build
In the transformation built, significant energy-saving effect is achieved.U.S.'s Developing Green building operation has more than ten years, makes every effort to accomplish that building is relaxed
Suitable and energy-efficient high unity；Europe have zero energy consumption, zero-emission house, it is self-sufficient using solar energy, can accumulation of heat and
Electric power storage, in addition to meeting building itself and using energy, moreover it is possible to continuously to grid power transmission, needs the used time to fetch again and come, summer deposit
Energy consumption can be used to winter.Regenerative resource is also emphasized in addition to the building energy conservation on common meaning for building energy system
Utilization in building and reduce the environmental pollution to the earth, more focus on be building and natural environment coordination and ecology it is flat
Weighing apparatus, in the hope of reaching sustainable development.
There are commonly two kinds of forms of homogenous material heat-preserving wall and composite thermal-insulating wall for wall thermal insulation technology.Homogenous material is protected
The thermal stability of warm wall is poor, and due to the defect of design, material, construction etc., hollowing, crack, spallation problems are serious,
It directly influences the safety of building, durability, beauty and uses function, therefore hinder homogenous material heat-preserving wall in reality
Using in the engineering of border and develop.Composite thermal-insulating wall construction technology includes mainly External Thermal Insulation Technology for External, exterior wall internal insulation skill
Art and exterior wall sandwich heat preservation technology.Currently, domestic and foreign scholars generally believe that External Thermal Insulation Technology for External is mildly outer better than exterior wall insulating
Wall sandwich heat preservation technology.But current exterior insulation engineering cracks problem is extremely serious, is unable to get effective solution.And insulating layer
Once cracking, very big change just occurs for wall insulation performance, can not meet energy-saving design requirement, and jeopardize the peace of wall
Entirely.The endurance issues of exterior insulation engineering are extremely serious, can not ensure under the conditions of proper use of and conventional maintenance 25 years
Service life, part engineering only can be used 3~5 years.More and more experts recognize that exterior insulation project durability is asked
Topic worries the calamity that exterior insulation engineering nationwide large area occurs or integrally destroys after the coming years or more than ten years
Consequence.China is mostly 50~100 years building service life, and the service life of insulating layer is too short, and it is same with building can not to solve insulating layer
Life problems cause great waste.Therefore building energy conservation wants comprehensive detailed analysis energy-saving scheme, if ignored certain heavy
Factor is wanted, the wasting of resources is will result in.And building energy conservation will not only fully consider the initial cost that building is built, and also to calculate and build
Build the maintenance in life cycle management and operating cost.Therefore, building energy conservation must consider from comprehensive, life cycle management, in this way
A best equalization point can just be sought, reach real energy-efficient purpose.
The construction of exterior wall sandwich heat preservation technology is complicated, long in time limit, and the quality problems being susceptible in practice of construction have：
(1) styrofoam seam crossing gap is big；(2) styrofoam is pasted with inside and outside leaf wall and imprecision, free space are big；(3) collar tie beam,
Window, balcony etc. keep the temperature weak part, are arbitrarily filled using the leftover pieces, the fragment that cut down；(4) in frame wall filled with masonry body,
Beam soffit is not brick tight.The above quality problems, make among the interlayer of sandwich heat preserving wall body that there is larger gaps, cold to make
Hot-air convection is smooth, and heat loss is more much greater than design, and heat-insulating property is greatly lowered, this affected the technology into
One step promotes and applies.
Invention content
In view of the deficiencies of the prior art, the purpose of the present invention is to provide a kind of air entrained concrete board for wood frame, main to reduce
The weight of heat preserving exterior wall improves its stress performance and durability, and installation operation is made significantly to simplify, and assembling speed is fast, is connected using nail
It connects air entrained concrete board for wood frame is vertical and lateral connection, and big component general assembly may be used, industrialization degree higher, warp
Effect of helping is good, and avoids environmental pollution.Especially can be highly integrated, reduce a large amount of field operations, is constructed, made by series
It is with good stress performance.The weight for significantly reducing external heat insulating wall, can realize standardization, generalization and industrialization,
Efficiency is improved, resource and energy consumption is reduced, reduces cost.
The technical solution adopted by the present invention is as follows：
Air entrained concrete board for wood frame of the present invention, including wood mudsill, timber cap, the wooden lateral column, it is interior fill out air entrained concrete, it is vertical plus
Strengthening tendons, horizontal stiffener, horizontal suspension centre M1, bearing diagonal point M3 and vertical suspension centre M2；
Wherein, upper and lower end parts are timber cap and wood mudsill, and the both side ends between timber cap and wood mudsill are wood respectively
Lateral column, wood mudsill, timber cap, the wooden lateral column surround the wooden outline border of rectangle；Nail is applied in the bottom of wood mudsill to connect with the wooden lateral column, wood top
Nail is applied at the top of beam to connect with the wooden lateral column；
Vertical strengthening ribs, the horizontal stiffener that transverse and longitudinal is interlocked, vertical strengthening ribs, horizontal stiffener are set inside the wooden outline border
Both ends carry thread, connect using nut with the wooden outline border；
Air entrained concrete is filled out in being poured in the wooden outline border, inside fills out interior outer side edges of the interior outside away from the wooden outline border of air entrained concrete
10 ~ 20mm of edge；
4 horizontal suspension centre M1, this 4 horizontal suspension centre M1 are set on the position that vertical strengthening ribs, horizontal stiffener intersect
It is symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；
2 bearing diagonal point M3, this 2 bearing diagonal point M3 are set on the position that vertical strengthening ribs, horizontal stiffener intersect
It is highly identical, in 2/3rds height to half of timber cap；
2 vertical suspension centre M2 are set in vertical strengthening ribs and timber cap junction, this 2 vertical suspension centre M2 are close to timber cap
Both ends.
The wood mudsill, timber cap, the width of the wooden lateral column are equal, select 140 ~ 250mm；Thickness is equal, and selection 38 ~
80mm。
The horizontal suspension centre M1 is close to the wooden outline border；Bearing diagonal point M3 is close to the wooden lateral column；Vertical suspension centre M2, suspension centre is close to wood
The both ends of top beam.
The processing method of air entrained concrete board for wood frame of the present invention is：
1）Vertical strengthening ribs are connect with wood mudsill, timber cap；Horizontal stiffener is connect with the wooden lateral column；
2）Above-mentioned two parts are connected, wood mudsill are connect with the wooden lateral column, timber cap is connect with the wooden lateral column, is all made of nail and is connected
It connects；
3）Pre-buried horizontal suspension centre M1, bearing diagonal point M3, vertical suspension centre M2；
4）Casting concrete bottom plate is placed in the opposite side horizontal suspension centre M1, bearing diagonal point M3；
5）Air entrained concrete is filled out in pouring；And it conserves.
Beneficial effects of the present invention：
The beneficial effects of the invention are as follows installation operations significantly to simplify, and assembling speed is fast, and big component general assembly may be used,
Industrialization degree higher, good economical benefit, and avoid environmental pollution, it is particularly possible to and it is highly integrated, reduce a large amount of scenes and makees
Industry is constructed by series, makes it have good stress performance, significantly reduce the weight of external heat insulating wall, can realize standard
Change, generalization and industrialization, raising efficiency reduce resource and energy consumption, reduce cost.
Description of the drawings
Fig. 1 is air entrained concrete board for wood frame elevational schematic view of the present invention.
Fig. 2 is air entrained concrete board for wood frame floor map of the present invention.
Fig. 3 is Figure 1A-A diagrammatic cross-sections.
In figure, 1 is wood mudsill；2 be timber cap；3 be the wooden lateral column；4 fill out air entrained concrete to be interior；5 be vertical strengthening ribs；6
For horizontal stiffener；7 be horizontal suspension centre M1；8 be bearing diagonal point M3；9 be vertical suspension centre M2.
Specific implementation mode
Below in conjunction with drawings and examples, the present invention is further described.
The present embodiment air entrained concrete board for wood frame is as shown in Figure 1, Figure 2 and Figure 3, including wood mudsill 1, timber cap 2, the wooden lateral column
3, interior to fill out air entrained concrete 4, vertical strengthening ribs 5, horizontal stiffener 6, horizontal suspension centre M1, bearing diagonal point M3 and vertical suspension centre M2；
Wherein, upper and lower end parts are timber cap 2 and wood mudsill 1, the both side ends difference between timber cap 2 and wood mudsill 1
For the wooden lateral column 3, wood mudsill 1, timber cap 2, the wooden lateral column 3 surround the wooden outline border of rectangle；Nail and the wooden lateral column are applied in the bottom of wood mudsill 1
3 connections, the top of timber cap 2 are applied nail and are connect with the wooden lateral column 3；
The vertical strengthening ribs 5 and horizontal stiffener 6 to interlock in wooden outline border inner homogeneous setting transverse and longitudinal, vertical strengthening ribs 5, water
The both ends of flat reinforcing rib 6 carry thread, are connect using nut with the wooden outline border；
Air entrained concrete 4 is filled out in being poured in the wooden outline border, inside fills out interior outside of the interior outside away from the wooden outline border of air entrained concrete 4
10 ~ 20mm of edge；
4 horizontal suspension centre M1, this 4 horizontal suspension centres are set on the position that vertical strengthening ribs 5, horizontal stiffener 6 intersect
M1 is symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；
2 bearing diagonal point M3, this 2 bearing diagonal points are set on the position that vertical strengthening ribs 5, horizontal stiffener 6 intersect
M3 height is identical, in 2/3rds height to half of timber cap；
2 vertical suspension centre M2 are set in vertical strengthening ribs 5 and 2 junction of timber cap, this 2 vertical suspension centre M2 are pushed up close to wood
The both ends of beam 2.
The wood mudsill 1, timber cap 2, the width of the wooden lateral column 3 are equal, select 140 ~ 250mm；Thickness is equal, selection
38~80mm。
The horizontal suspension centre M1 is close to the wooden outline border；Bearing diagonal point M3 is close to the wooden lateral column 3；Vertical suspension centre M2 is close to timber cap
2 both ends.
Air entrained concrete board for wood frame processing method is：
1）Vertical strengthening ribs 5 are connect 2 with wood mudsill 1, timber cap；Horizontal stiffener 6 is connect 3 with the wooden lateral column；
2) above-mentioned two parts are connected, wood mudsill 1 is connect with the wooden lateral column 3, timber cap 2 is connect with the wooden lateral column 3, is all made of
Nail connection；
3) pre-buried horizontal suspension centre M1, bearing diagonal point M3 and vertical suspension centre M2；
4) casting concrete bottom plate is placed in the opposite side horizontal suspension centre M1, bearing diagonal point M3；Wherein, casting concrete
Bottom plate is used for ground construction；
5) air entrained concrete is filled out in pouring；And it conserves.
Claims (2)
1. a kind of air entrained concrete board for wood frame, by wood mudsill (1), timber cap (2), the wooden lateral column (3), it is interior fill out air entrained concrete (4),
Vertical strengthening ribs (5), horizontal stiffener (6), horizontal suspension centre M1 (7), bearing diagonal point M3 (8) and vertical suspension centre M2 (9)；Wherein,
Upper and lower end parts are timber cap (2) and wood mudsill (1), and the both side ends between timber cap (2) and wood mudsill (1) are the wooden side respectively
Column (3), wood mudsill (1), timber cap (2), wood lateral column (3) surround the wooden outline border of rectangle；Nail and wood are applied in the bottom of wood mudsill (1)
Lateral column (3) connects, and nail is applied at the top of timber cap (2) and is connect with the wooden lateral column (3)；Setting transverse and longitudinal is interlocked vertical inside the wooden outline border
Reinforcing rib (5), horizontal stiffener (6), vertical strengthening ribs (5), horizontal stiffener (6) both ends carry thread, with wood outside
Frame is connected using nut；Air entrained concrete (4) is filled out in being poured in the wooden outline border, inside fills out the interior outside of air entrained concrete (4) away from wood
Interior 10 ~ 20mm of outer ledge of outline border；4 levels are set on the position that vertical strengthening ribs (5), horizontal stiffener (6) intersect
Suspension centre M1 (7), this 4 horizontal suspension centre M1 (7) are symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；Vertical
2 bearing diagonal point M3 (8) are set on the position that reinforcing rib (5), horizontal stiffener (6) intersect, this 2 bearing diagonal point M3 (8) are high
Spend it is identical, and in 2/3rds height to half of timber cap (2)；Connect in vertical strengthening ribs (5) and timber cap (2)
2 vertical suspension centre M2 (9) of place's setting are connect, this 2 vertical suspension centre M2 (9) are close to the both ends of timber cap (2)；Wood mudsill (1), wood top
Beam (2), the width of the wooden lateral column (3) are equal, select 140 ~ 250mm；Thickness is equal, and selects 38 ~ 80mm；
Its processing method is：
1) vertical strengthening ribs (5) are connect with wood mudsill (1), timber cap (2)；Even with the wooden lateral column (3) by horizontal stiffener (6)
It connects；
2) above-mentioned two parts are connected, wood mudsill (1) is connect with the wooden lateral column (3), timber cap (2) is connect with the wooden lateral column (3),
It is connected using nail；
3) pre-buried horizontal suspension centre M1 (7), bearing diagonal point M3 (8), vertical suspension centre M2 (9)；
4) casting concrete bottom plate is placed in the opposite side horizontal suspension centre M1 (7), bearing diagonal point M3 (8)；
5) air entrained concrete (4) is filled out in pouring；And it conserves.
2. air entrained concrete board for wood frame according to claim 1, it is characterised in that:Horizontal suspension centre M1 (7) is outer close to wood
Frame；Bearing diagonal point M3 (8) is close to the wooden lateral column (3)；Vertical suspension centre M2 (9) is close to the both ends of timber cap (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610678120.6A CN106284740B (en) | 2016-08-17 | 2016-08-17 | Air entrained concrete board for wood frame and its processing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610678120.6A CN106284740B (en) | 2016-08-17 | 2016-08-17 | Air entrained concrete board for wood frame and its processing method |
Publications (2)
| Publication Number | Publication Date |
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| CN106284740A CN106284740A (en) | 2017-01-04 |
| CN106284740B true CN106284740B (en) | 2018-11-02 |
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ID=57678233
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Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2346860Y (en) * | 1997-12-29 | 1999-11-03 | 樊立 | Large and light weight outer wall slabs |
| US6658810B2 (en) * | 2002-03-27 | 2003-12-09 | Deloach, Sr. W. Michael | Tilt-up concrete wall panel form and method of fabricating same |
| GB2428434A (en) * | 2005-07-22 | 2007-01-31 | Henley Consultants Ltd | Modular floor units |
| CN2885970Y (en) * | 2006-03-16 | 2007-04-04 | 润弘精密工程事业股份有限公司 | Suspension-center pre-embedded wallboard structure |
| CN101812877B (en) * | 2010-04-02 | 2012-02-01 | 周智民 | Composite type modified steel reinforced concrete self-insulating wall material and preparation method thereof |
| CN203066343U (en) * | 2013-03-06 | 2013-07-17 | 四川东大板业有限公司 | Steel edge frame heat insulation light board/wall board/roof board/LOFT interlayer floor slab |
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2016
- 2016-08-17 CN CN201610678120.6A patent/CN106284740B/en active Active
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