CN205955014U - Wood structural grouping post - Google Patents

Abstract

The utility model relates to a wood structural grouping post technical field is mainly moved about freely and quickly by seven layers of laminated wood material and forms to perpendicular crisscross, and seven press the plate thickness identical layer upon layer, from the first layer begin in proper order successive layer and next plywood for the material nail be connected, the utility model discloses by lamination panel move about freely and quickly to perpendicular zigzag connection with compare with prismatic traditional post, horizontal bearing capacity and vertical bearing capacity are bigger, have improved the security performance of building, the design homoenergetic of every plywood material be the scene and installs other members, including transverse beam from north to south, wall body, the floor condition of facilitating, the effectual construction period that shortens of ability, and the utility model discloses the used panel batch production of mill of being convenient for.

Description

A kind of timber structure coupled column

Technical field

This utility model belongs to technical field of buildings, more particularly to a kind of timber structure coupled column.

Background technology

According to statistics, building industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48% Arable land.Cause disruption of ecological balance, create the whole world 24% air pollution, 50% greenhouse effect, 40% pollution of waterhead and 50% Chlorofluorocarbons (CFCs) etc..

Green building is curbed environmental pollution in China, energy-saving and emission-reduction, play vital work in terms of industry restructuring With.Past, China was in terms of Development of Green Building, an emphasis steel construction and xoncrete structure and have ignored timber structure green building. Steel, cement, plastics non-renewable unsustainable property clearly.Now developed country have been recognized that Wood construction and Using the building materials of agricultural wastes processing, it is the correct direction of building industry sustainable development, but department of the Chinese government and society All circles can also there are a lot of mistaken ideas for the extensive application of new Wood construction.

For this reason, it is necessary to carry out systematic research and development for timber structure green building and its industrialization, so that China is built and produce Industry really realizes the green, capable of circulation, sustainable of overall process.

Ancient and modern timber buildings, start to gradually return to the arena theatre of building industry, and mainly timber structure is built Build and there is the advantages such as huge sustainable development：1. green：Forest often grows one cubic metre of timber, the titanium dioxide in absorbable air About 850 kilograms of carbon.And produce one cubic metre of steel 12 tons of carbon dioxide of discharge, cubic meter of concrete 3 tons of a carbon dioxide of discharge. In addition, containing substantial amounts of polyphenol powde in timber buildings room air and being referred to as the vitaminic anion of air, the beneficial people Physically and mentally healthy.2. energy-conservation：The properties of heat preservation and energy saving of wooden frame structure is better than other any other versions.The insulation value of timber Higher 16 times than concrete, higher 400 times than steel, higher 1600 times than aluminium.3. environmental protection：Timber be natural can growth material, steel Big to the damage ratio timber of water 120 times.4. anti-seismic performance：Timber structure has superior pliability, good ductility and power consumption energy Power.Even if strong earthquake makes whole building depart from its basis, its structure is also often intact.Timber structure toughness is big, for Moment impact load and Cyclic fatigue destroy and have very strong resistivity, have optimal shock resistance in all structures, this A little fully proved in many big earthquake centres.5. durability：Timber is a kind of stable, material that life-span length, durability are strong. China's Wood construction of numerous ancient times experienced the hardships precipitation of more than one thousand years, still stands erect.Abroad a large amount of wooden houses, have used Centuries, still play and preferably use function.6. fire resistance：The timber structure of flame treatment has carbonization effect, and it is low Conductivity can effectively stop flame from inwardly spreading, thus ensureing that whole timber structure was not damaged within some time.7. design spirit Alive, utilization rate is high：Compared with steel construction, xoncrete structure and masonry structure, the type of attachment of timber structure is the most various, space cloth Office is the most flexible, utilization rate highest.8. construct：The construction period of timber structure is the shortest, and weatherproof, all may be used any time To construct.

Timber buildings not only have huge sustainable development advantage, and have enormous industrial advantage：1. assemble rate High：Xoncrete structure is difficult to more than 80%, and timber structure can reach 100%.2. standardization, general rate are high：Structural Laminated Wood material list One, standardization, generalization degree are higher than xoncrete structure.3. job-shop automation level is high：Timber structure machinability is strong, workshop structure The percent of automatization that part produces is far above xoncrete structure.4. processing cost is low：Wood structures without mould, pour and maintenance, Processing save time, saving of labor, save money.5. machining accuracy is high：, all using lathe program control operation, machining accuracy is high for the timber structure course of processing. 6. cost of transportation is low：Timber structure not only light weight, and profile is more regular, no substantial amounts of exposed steel bar.7. assembling speed is fast：Assembling Xoncrete structure remains a need for substantial amounts of wet trade, and by comparison, the timber structure construction period can shorten several times.8. workman require low： Xoncrete structure assembling need large quantities of high-quality professional contingents, in a large number precisely operation, grouting with cast-in-place.Especially substantial amounts of reinforcing bar Connect, operation easier is big.And the installation operation of timber structure significantly simplifies.9. big component general assembly：Due to timber structure light weight, More regular, therefore can adopt big component general assembly, industrialization degree is higher.

China is in industrialization, the urbanization and new countryside construction fast-developing period of history, deeply propulsion building section Can, accelerate development green building and be faced with rare historic opportunities.Realizing modern wood structure green building industrialization has become state The great demand of family's sustainable development.

With the substantial increase of traditional reinforced concrete building, in the case that building waste accumulation is more and more, wood knot Structure has the reproducible feature of material, already becomes the first-selection of today's society, and assembled timber structure is more in timber structure It is to can not ignore, the main member of structure, by prefabrication, is realized at the scene immediately installing, the greatly reduction of erection time, reduced Labour cost, and relatively convenient of constructing is succinct.

Content of the invention

In order that timber structure construction is more convenient, reduces the support system needing in work progress, contract further Casual labourer's phase, reduces cost, this utility model provides a kind of timber structure coupled column, mainly for exploitation one kind makes timber structure assembled Construction is more quick, the globality of structure more carefully, power transmission definitely, simple structure, combination that is safe and reliable, saving material Post, can effectively solve the problems such as stress of timber structure node, cost and construction.

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

1. a kind of timber structure coupled column, horizontal including the vertical laminate of ground floor, the vertical laminate of the second layer, third layer Laminate, the vertical laminate in intermediate layer, the horizontal laminate of layer 5, the vertical laminate of layer 6, the vertical laminate of layer 7, groove Shape steel plate and vertical anchor bolt, the vertical laminate of ground floor, the vertical laminate of the second layer, third layer are laterally laminated from top to bottom Plate, the vertical laminate in intermediate layer, the horizontal laminate of layer 5, the vertical laminate of layer 6 and the vertical laminate of layer 7 connect successively Connect, be anyhow cross-linked to laminate by described seven layers, improve horizontally and vertically bearing capacity, described third layer is horizontal Laminate and layer 5 transverse layers platen width are more than the vertical laminate in intermediate layer, and the vertical laminate in intermediate layer is horizontal with third layer The horizontal laminate of laminate, layer 5 is collectively forming a groove, correspond to the Timberwork wall that convex shape is made at two ends, in peace Concavo-convex docking during dress body of wall, two grooved steel plates of capital, it is fixed on first, second and third and the with the vertical anchor bolt of two rows respectively 5th, on the top position of center line of six, seven laminate, transverse beam can be directly installed in grooved steel plate, and the two of transverse beam Correct and withstand on intermediate layer vertical laminate both sides, can avoid transverse beam that the problem of dislocation is installed, longitudinal beam can be using certainly What body two ends reserved that the mode of notch is enclosed within that the vertical laminate in intermediate layer exceeds partly goes up, and depth of rebate is arrived with grooved steel plate outer wall The distance of the vertical laminate edge in intermediate layer is equal, and floor can directly be overlapped on the vertical laminate of ground floor and the second layer is vertical On laminate, or ride on the vertical laminate of layer 6 and the vertical laminate of layer 7, floor is longitudinally alignd with longitudinal beam, floor Laterally align with grooved steel plate outer wall, then reinforce the connection to overall.Advantage of the present utility model and beneficial effect：

This utility model timber structure coupled column, as the Os Draconis post of timber structure, is cross-linked using vertically and horizontally laminate, greatly The big security performance that increased its bearing capacity, improve inhabitation.Secondly by the length lengthening horizontal laminate so that wood is tied The installation of structure body of wall is more convenient succinct, eliminates the left and right supporting system to body of wall in work progress.Topmost timber structure In the grooved steel plate on coupled column top and coupled column, middle pressing plate collective effect from level to level, controls the peace of vertically and horizontally beam well Holding position, it is to avoid work progress beam installs askew problem.By the use of timber structure coupled column outermost two-layer vertical laminate as One of floor installation process support system, eliminates to the external world's support during floor slab construction.Will by this coupled column Each component preferably connects into an entirety, enhances the overall performance of structure so that the various pieces of structure are in geological process Lower harmoniously working capability is strengthened, and then enhances the resistivity to earthquake.The making of this coupled column, eliminates body of wall and building Support system when plate is installed so that construction and installation convenient rapid, shorten the duration, reduce labour cost and then significantly Reduces cost.

Brief description

Fig. 1 is timber structure coupled column floor map；

Fig. 2 is timber structure coupled column A-A generalized section；

Fig. 3 is the positive elevational schematic view of timber structure coupled column；

Fig. 4 is the side elevation schematic diagram of timber structure coupled column；

In figure：The vertical laminate of 1 ground floor, the vertical laminate of 2 second layers, the horizontal laminate of 3 third layer, 4 intermediate layers are erected To laminate, the horizontal laminate of 5 layer 5s, the vertical laminate of 6 layer 6s, the vertical laminate of 7 layer 7s, 8 grooved steel plates, 9 erect To anchor bolt.

Specific embodiment

This utility model specific embodiment combines accompanying drawing and is illustrated.

As shown in Figure 1,2,3, 4, this utility model includes timber structure coupled column, including the vertical laminate of ground floor 1, second The vertical laminate 2 of layer, the horizontal laminate of third layer 3, the vertical laminate in intermediate layer 4, the horizontal laminate of layer 55, layer 6 erect To laminate 6, the vertical laminate of layer 77, grooved steel plate 8 and vertical anchor bolt 9.

The vertical laminate in intermediate layer 4 with third layer horizontal laminate 3, the horizontal laminate of layer 55 be collectively forming one recessed Groove, correspond to the Timberwork wall that convex shape is made at two ends, the concavo-convex docking when installing body of wall, two grooved steel plates 8 of capital, point Not with the vertical anchor bolt of two rows be fixed on first, second and third and the five, the six, seven laminate top position of center line on, horizontal Can be directly installed in grooved steel plate 8 to beam, the two of transverse beam corrects and withstand on the vertical laminate in intermediate layer 4 both sides, permissible Avoid transverse beam that the problem of dislocation is installed, longitudinal beam can be enclosed within the vertical layer in intermediate layer in the way of reserving notch using itself two ends What pressing plate 4 exceeded partly goes up, and depth of rebate is equal with the distance at grooved steel plate 8 outer wall to the vertical laminate in intermediate layer 4 edge, building Plate can directly be overlapped on the vertical laminate of ground floor 1 and the vertical laminate of the second layer 2, or rides over the vertical laminate of layer 6 6 and the vertical laminate of layer 77 on, floor is longitudinally alignd with longitudinal beam, and floor is laterally alignd with grooved steel plate 4 outer wall, more right Entirety reinforces the connection.

Claims (2)

1. a kind of timber structure coupled column, horizontal including the vertical laminate of ground floor (1), the vertical laminate of the second layer (2), third layer Laminate（3）, the vertical laminate in intermediate layer (4), the horizontal laminate of layer 5 (5), the vertical laminate of layer 6（6）, layer 7 Vertical laminate（7）, grooved steel plate（8）With vertical anchor bolt（9）It is characterised in that：Ground floor is vertically laminated from top to bottom Plate (1), the vertical laminate of the second layer (2), the horizontal laminate of third layer（3）, the vertical laminate in intermediate layer (4), layer 5 horizontal Laminate (5), the vertical laminate of layer 6（6）The vertical laminate with layer 7（7）It is cross-linked successively, vertical with two rows respectively Anchor bolt be fixed on first, second and third and the five, the six, seven laminate top position of center line on, grooved steel plate（8）'s Cross section is more than the cross section of transverse beam, grooved steel plate（8）Outer wall is to the distance at intermediate layer vertical laminate (4) edge and longitudinal direction Notch deep equality is reserved at beam itself two ends.

2. timber structure coupled column according to claim 1 it is characterised in that：The horizontal laminate of described third layer（3）With Layer 5 horizontal laminate (5) width is more than the vertical laminate in intermediate layer (4), and the vertical laminate in intermediate layer (4) is horizontal with third layer To laminate（3）, the horizontal laminate of layer 5 (5) be collectively forming a groove.