CN206034684U - Aerated concrete wood deckle board - Google Patents

Abstract

This utility model provides an aerated concrete wood deckle board, and wooden floorbar, timber cap, wooden side pole enclose into the wooden frame of rectangle, violently indulge crisscross vertical strengthening rib, horizontal stiffener inside setting of wooden frame, intussuseption aerated concrete pours in wooden frame, set up 4 horizontal hoisting point M1 on the position that vertical strengthening rib, horizontal stiffener intersect, set up 2 bearing diagonal point M3 on the position that vertical strengthening rib, horizontal stiffener intersect, locate to set up 2 vertical hoisting point M2 at vertical strengthening rib and wooden top beam connected. The beneficial effects of the utility model are that installation operation is showing to be simplified, and assembly speed is fast, adopts the set assembling of greater part article, and the industrialization degree is higher, and economic effects is good, and has avoided environmental pollution, can high integration, reduced a large amount of site operations, and construct through series, make it have good atress performance. Show the weight that reduces outer thermal insulation wall, can realize standardization, universalization and industrialization, raising the efficiency, reducing resource consumption, reduce cost.

Description

A kind of air entrained concrete board for wood frame

Technical field

The utility model is related to technical field of buildings, more particularly to a kind of air entrained concrete board for wood frame.

Background technology

At present, these three traditional energies of oil, coal, natural gas account for energy-consuming about more than 90%, and its petrochina accounts for half More than.But the latest data of BP world energy sources statistical yearbooks in 2004 shows, 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 exploit 231 years；Nuclear reaction raw material uranium 4,360,000 tons of proved reserves, are available for 72 Year uses；It can be seen that, the energy oil and gas that the whole world is relied on the most, in the first half of 21 century, just will be increasingly exhausted. Therefore, under the main trend of world energy resource supply structure transition, the house for not considering building energy conservation and building some day can be because Be no energy it is available and by social cleaning.As energy prices progressively go up, remain high, many highly energy-consuming buildings start Now it is forced to disable because not affording to do the energy standing charges of costliness, or the phenomenon that price, rent drop many times.US attempt Global Oil supply, strength containment China, the development in Europe is controlled, 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 resource consumption big country, and import dependency degree is improved； (3) energy becomes China's economic lifeline and is located, and threatens national stability safety.The supply of the energy directly affect the living of the people with National product.Show according to science data, will be 2030 by the coal resources of current mining level, China's oil resource and east Year exhausts, and the exploitation of waterpower resourses is also up to the limit.China per capita energy occupancy volume is only the 40% of world average level.It is many Nian Lai, summer, as peak power is not enough and peak-valley difference increase, cause many cities to be had to power cuts to limit consumption.And it is nationwide interior Natural gas raise the price, air-conditioning and heating energy consumption rise caused by electric power, natural gas supply deficiency already into 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 whole nation 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 section Priority setting can be classified as with green building.Building energy conservation is with the largest potentiality in various energy saving ways, the most directly, effectively Mode, is to alleviate one of not enough this most effective measure to contradiction of energy shortage, solution socio-economic development and energy supply.Cause This, reduces building energy consumption, and to reducing social total energy consumption, preserving the ecological environment is significant.In building energy consumption, pass through The energy consumption that exterior wall is caused accounts for the 50% or so of building total energy consumption, thus, pay attention to wall thermal insulating work, make great efforts reducing energy consumption, improve The thermal insulation of exterior wall, air-tightness have become the key for realizing building energy conservation.Many developed countries worldwide oil danger from 1973 Machine starts, and just recognizes the critical importance of building energy conservation, wall thermal insulating, and continuous revised standard improves power conservation requirement, at present " zero energy consumption " residential standard is occurred in that, and existing minority building up to standard comes into operation.Although the mandatory building energy conservation mark of China It is accurate to issue in succession, but building energy consumption problem is still quite serious, building energy conservation become build a conservation-minded society in it is most weak One link.As the contradiction of China's rapid economic development and energy scarcity is constantly aggravated, solution energy problem is very urgent, pushes away Enter Building Energy-saving Work imperative.

The development of Foreign Architecture energy-conservation starts from early 1970s, and the 4th Mideast Asian war outburst causes 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 Can development generally experienced 3 stages, from " energy saving " to " raising efficiency ", then to " green, ecological, sustainable ".Picture Some developed countries in the U.S., Japan and Europe, pay much attention to building energy conservation, and substantial amounts of heat insulating material, New-type heating are empty The new technology such as tune equipment and solar utilization technique, sunshading technology, gravity-flow ventilation is applied to new building and has built In the transformation built, significant energy-saving effect is achieved.U.S.'s Developing Green building operation existing more than ten years, make every effort to accomplish that building is relaxed The suitable high unity with energy-conservation；Have the house of zero energy consumption, zero-emission in Europe, 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 comes, summer deposit Energy consumption can be used to winter.For building energy system, except the building energy conservation on common meaning, regenerative resource is also emphasized that Utilization in the building and the environmental pollution to the earth is reduced, what is more focused on is that building is flat with the coordination of natural environment and ecology Weighing apparatus, in the hope of reaching sustainable development.

What wall thermal insulation technology was conventional has two kinds of forms of homogenous material heat-preserving wall and composite thermal-insulating wall.Homogenous material is protected The heat endurance of warm body of wall is poor, and due to the defect of the aspects such as design, material, construction, hollowing, crack, spallation problems are serious, The security of building, durability, attractive in appearance and use function is directly influenced, therefore homogenous material heat-preserving wall is hindered in reality Using in the engineering of border and develop.Composite thermal-insulating wall construction technology mainly includes External Thermal Insulation Technology for External, exterior wall internal insulation skill Art and exterior wall sandwich heat preservation technology.At present, Chinese scholars generally believe that External Thermal Insulation Technology for External is gently outer better than exterior wall insulating Wall sandwich heat preservation technology.But external wall outer insulation engineering crackses problem is extremely serious at present, it is impossible to obtain effectively solving.And heat-insulation layer Once generation is ftractureed, just there is very big change in wall insulation performance, can not meet energy-saving design requirement, and jeopardizes the peace of body of wall Entirely.The endurance issues of external wall outer insulation engineering are extremely serious, it is impossible to ensure 25 years under the conditions of proper use of and conventional maintenance Service life, part engineering only can use 3～5 years.Increasing expert recognizes that external wall outer insulation project durability is asked Topic, worries that nationwide large area or the overall calamity destroyed occurs in external wall outer insulation engineering after the coming years or more than ten years Consequence.China mostly is 50～100 years building service life, and the life-span of heat-insulation layer is too short, it is impossible to solve heat-insulation layer same with building Life problems, cause greatly waste.Therefore building energy conservation wants comprehensive labor energy-saving scheme, if ignoring some weights Factor is wanted, the wasting of resources is will result in.And building energy conservation will not only take into full account the initial cost that building is built, and will also calculate and build Build the maintenance in life cycle management and operating cost.Therefore, building energy conservation must be considered from comprehensive, life cycle management, so An optimal equalization point can just be sought, the purpose of real energy-conservation is reached.

The construction of exterior wall sandwich heat preservation technology is complicated, long in time limit, and the quality problems easily occurred in practice of construction have： (1) styrofoam seam crossing gap is big；(2) styrofoam is pasted with inside and outside leaf wall and imprecision, and free space is big；(3) collar tie beam, Window, balcony etc. are incubated weak part, arbitrarily using leftover pieces, the fragment filling for cutting down；(4) in frame wall filled with masonry body, Beam soffit is not brick tight.Above quality problems, make to there is larger space in the middle of the interlayer of sandwich heat preserving wall body, so that cold Hot-air convection is smooth, and heat loss is more much greater than design, and heat-insulating property is greatly lowered, and this have impact on entering for the technology One step popularization and application.

Utility model content

For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of air entrained concrete board for wood frame, mainly The weight of heat preserving exterior wall is reduced, its stress performance and durability is improved, installation operation is significantly simplified, assembling speed is fast, can be with Connected air entrained concrete board for wood frame vertical and lateral connection using nail, it is possible to using big component general assembly, industrialize journey Du Genggao, good economical benefit, and avoid environmental pollution.Especially a large amount of field operations can be reduced, by being with highly integrated Row construction so as to good stress performance.The weight of external heat insulating wall is significantly reduced, standardization, generalization can be realized And industrialization, efficiency is improved, resource and energy resource consumption, reduces cost is reduced.

The technical solution adopted in the utility model is as follows：

The utility model air entrained concrete board for wood frame, including wood mudsill, timber cap, wooden lateral column, the interior air entrained concrete, perpendicular filled out To reinforcement, 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, wooden lateral column surround the wooden housing of rectangle；Nail is applied in the bottom of wood mudsill to be connected with wooden lateral column, wood top Apply nail to be connected with wooden lateral column at the top of beam；

Vertical strengthening ribs, horizontal stiffener that transverse and longitudinal is interlocked, vertical strengthening ribs, horizontal stiffener are set inside wooden housing Two ends carry thread, be connected using nut with wooden housing；

Air entrained concrete is filled out in the outer inframe of wood is poured, the interior outer side edges of the interior outside away from wooden housing of air entrained concrete are inside filled out 10 ~ 20mm of edge；

On the intersecting position of vertical strengthening ribs, horizontal stiffener, 4 horizontal suspension centre M1, this 4 horizontal suspension centre M1 are set It is symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；

On the intersecting position of vertical strengthening ribs, horizontal stiffener, 2 bearing diagonal point M3, this 2 bearing diagonal point M3 are set It is highly identical, on 1st/2 to two/3rds of air entrained concrete board for wood frame height；

2 vertical suspension centre M2, this 2 vertical suspension centre M2 are set with timber cap junction in vertical strengthening ribs.

Described wood mudsill, timber cap, wooden lateral column breadth-first it is equal, 140 ~ 250mm of prioritizing selection；Thickness is preferential It is equal, 38 ~ 80mm of prioritizing selection.

Described horizontal suspension centre M1 is preferential near wood housing, and bearing diagonal point M3 is preferential near wood lateral column, and vertical suspension centre M2 is excellent First near two ends.

The beneficial effects of the utility model：

The beneficial effects of the utility model are that installation operation significantly simplifies, and assembling speed is fast, can adopt big component assembly Assembling, industrialization degree are higher, good economical benefit, and avoid environmental pollution.Especially can be reduced a large amount of existing with highly integrated Field operation, by series construction so as to good stress performance.The weight of external heat insulating wall is significantly reduced, can be realized Standardization, generalization and industrialization, improve efficiency, reduce resource and energy resource consumption, reduces cost.

Description of the drawings

Fig. 1 is the utility model air entrained concrete board for wood frame elevational schematic view；

Fig. 2 is the utility model air entrained concrete board for wood frame floor map；

Fig. 3 is Figure 1A-A generalized sections.

In figure, 1 is wood mudsill；2 is timber cap；3 are wooden lateral column；4 fill out air entrained concrete for interior；5 is vertical strengthening ribs；6 For horizontal stiffener；7 is horizontal suspension centre M1；8 is bearing diagonal point M3；9 is vertical suspension centre M2.

Specific embodiment

The utility model is further illustrated below in conjunction with drawings and Examples.

The present embodiment air entrained concrete board for wood frame as shown in Figure 1, Figure 2 and Figure 3, including wood mudsill 1, timber cap 2, wooden lateral column 3rd, it is interior to fill out air entrained concrete 4, vertical strengthening ribs 5, horizontal stiffener 6, horizontal suspension centre M17, 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, the both side ends difference between timber cap 2 and wood mudsill 1 For wooden lateral column 3, wood mudsill 1, timber cap 2, wooden lateral column 3 surround the wooden housing of rectangle；Nail is applied with wooden lateral column in the bottom of wood mudsill 1 3 connections, the top of timber cap 2 are applied nail and are connected with wooden lateral column 3；

In wooden housing inner homogeneous, vertical strengthening ribs 5 and the horizontal stiffener 6 that transverse and longitudinal is interlocked, vertical strengthening ribs 5, water are set The two ends of flat reinforcement 6 carry thread, are connected using nut with wooden housing；

Air entrained concrete 4 is filled out in the outer inframe of wood is poured, the interior outside of the interior outside away from wooden housing of air entrained concrete 4 is inside filled out 10 ~ 20mm of edge；

4 horizontal suspension centre M1 7 are set on the intersecting position of vertical strengthening ribs 5, horizontal stiffener 6, this 4 levels are hung Point M1 7 is symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；

On the intersecting position of vertical strengthening ribs 5, horizontal stiffener 6,2 bearing diagonal point M3 8, this 2 bearing diagonals are set M3 8 is highly identical for point, on 1st/2 to two/3rds of air entrained concrete board for wood frame height, and near wood lateral column 3；

2 vertical suspension centre M2 9, this 2 vertical suspension centre M2 9 are set with 2 junction of timber cap in vertical strengthening ribs 5.

Described wood mudsill 1, timber cap 2, wooden lateral column 3 breadth-first it is equal, 140 ~ 250mm of prioritizing selection；Thickness is equal Preferential equal, 38 ~ 80mm of prioritizing selection.

Described horizontal suspension centre M1 is preferential near wood housing, and bearing diagonal point M3 is preferential near wood lateral column, and vertical suspension centre M2 is excellent First near two ends.

Air entrained concrete board for wood frame processing method is：

1）Vertical strengthening ribs 5 are connected into 2 with wood mudsill 1, timber cap；Horizontal stiffener 6 is connected into 3 with wooden lateral column；

2) above-mentioned two parts are connected, wood mudsill 1 is connected with wooden lateral column 3, timber cap 2 is connected with wooden lateral column 3, is adopted Nail connection；

3) pre-buried horizontal suspension centre M1 7, bearing diagonal points M3 8 and vertical suspension centre M2 9；

4) casting concrete base plate is placed in into the relative sides of horizontal suspension centre M1 7, bearing diagonal points M3 8；

5) pour in 4 and fill out air entrained concrete；And conserve.

Claims (3)

1. a kind of air entrained concrete board for wood frame, including wood mudsill, timber cap, wooden lateral column, interior fill out air entrained concrete, vertical strengthens Muscle, 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 wooden bottom Beam, the both side ends between timber cap and wood mudsill are wooden lateral column respectively, and wood mudsill, timber cap, wooden lateral column surround rectangle Wooden housing；Nail is applied in the bottom of wood mudsill to be connected with wooden lateral column, nail is applied at the top of timber cap and is connected with wooden lateral column；In the outer inframe of wood Portion arranges vertical strengthening ribs, the horizontal stiffener that transverse and longitudinal is interlocked, and vertical strengthening ribs, the two ends of horizontal stiffener carry screw Button, is connected using nut with wooden housing；Air entrained concrete is filled out in the outer inframe of wood is poured, inside fill out the interior outside of air entrained concrete away from Interior 10 ~ the 20mm of outer ledge of wooden housing；On the intersecting position of vertical strengthening ribs, horizontal stiffener, 4 horizontal suspension centres are set M1, this 4 horizontal suspension centre M1 are symmetrical with the horizontal central line of air entrained concrete board for wood frame and vertical center line；In vertical strengthening ribs, water Flat reinforcement arranges 2 bearing diagonal point M3 on intersecting position, and this 2 bearing diagonal point M3 are highly identical, in air entrained concrete wood On the height of 1st/2 to two/3rds of deckle board；2 vertical suspension centre M2 are set with timber cap junction in vertical strengthening ribs.

2. air entrained concrete board for wood frame according to claim 1, it is characterised in that:Wood mudsill, timber cap, the width of wooden lateral column Degree is preferential equal, selects 140 ~ 250mm；Thickness is equal, selects 38 ~ 80mm.

3. air entrained concrete board for wood frame according to claim 1, it is characterised in that:The close wood housings of horizontal suspension centre M1, tiltedly , near wood lateral column, vertical suspension centre M2 is near two ends for strong point M3.