CN105421806A - Splicing timber assembly - Google Patents

Splicing timber assembly Download PDF

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Publication number
CN105421806A
CN105421806A CN201510754865.1A CN201510754865A CN105421806A CN 105421806 A CN105421806 A CN 105421806A CN 201510754865 A CN201510754865 A CN 201510754865A CN 105421806 A CN105421806 A CN 105421806A
Authority
CN
China
Prior art keywords
timber
splicing
layer
core
timbers
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510754865.1A
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Chinese (zh)
Inventor
张勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Decai Decoration Co Ltd
Original Assignee
Decai Decoration Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Decai Decoration Co Ltd filed Critical Decai Decoration Co Ltd
Priority to CN201510754865.1A priority Critical patent/CN105421806A/en
Publication of CN105421806A publication Critical patent/CN105421806A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood

Abstract

The invention discloses a splicing timber assembly. The splicing timber assembly comprises multiple splicing timbers, and the cross section of each splicing timber is in a round shape, a square shape or a special shape; each splicing timber comprises a core material, and a timber layer is bonded to the periphery of each core material through a bonding layer; a back reinforcing net is installed on the outer side face of each timber layer. According to the splicing timber assembly, the fine timbers are utilized sufficiently, the dimension requirements of timber poles or timber components are increased according to requirements, and the height and the T-shaped gradient of the small timbers are designed, so that after all the small timbers enclose the core materials, no large gaps among the small timbers are generated, thereby integrity and firmness are guaranteed, through the connection and fixation effects achieved by the adoption of the back reinforcing nets, mass production can be conducted, and meanwhile part of technical problems of later-stage paint application of a timber frame are solved.

Description

Splicing timber assembly
Technical field
The invention belongs to building renovation technique field, specifically, relate to a kind of splicing timber assembly.
Background technology
Chinese traditional architecture industry is referred to as wood structure building, and this has absolutely proved the critical role of timber in Chinese ancient architecture.Is why China can produce a large amount of timber that uses carried out building this result? mainly contain following reason:
(1) central plain area is the place of origin the earliest of ancient architecture, but this area belongs to loess plateau, and timber is more than stone material, so wooden construction is more than masonry work.
(2) stone and brick make difficulty, should not process, and are not suitable with development among the people, and with arch technology maturation more late that masonry is built, when arch technology maturation, wood structure building technology has had very high level, so stone finally could not replace wood.
(3) stone matter component also exists impassable limitation when building important buildings, and wooden construction can meet the technical requirements of great building.
(4) new for overthrowing old court on Chinese history, seem to define the custom of burning palace, with the existence of the forfeiture and new regime that represent old regime.(it is the palace that business's Zhou king ruined by a baked wheaten cake that week replaces abundant business, and Epang Palace is committed to the flames after capturing Xianyang by Xiang Yu, and similar example each generation afterwards occurs repeatedly.) house of wooden construction, burn up easily, build up easily.In order to set up regime rapidly, the building " palace " of symbol regime just must be set up rapidly, and timber is optimal constructional materials.
(5) imitate nature, meet five-elements theory, make the traditional architecture of China,
That wood closes with the structure of wood from start to finish.Yin-yang and five elements discloses the virtual natural phenomena of these ancients of water generating wood, and in five-element's rule, it is blue or green that wood belongs to spring genus, signifies life, and living in the house that the lived wood of richness is built, is optimal shelter certainly.
(6) a large amount of uses of timber architectural feature that is ancient architecture and style characteristics provide sufficient condition.Gather materials on the spot, being easy to processing, is the maximum feature of timber.But add successive dynasties' successive dynasties due to above reason and build use and felling in a large number, the domestic large-scale wood raw material source that can use is substantially exhausted.Along with in the world to the raising of ecological environmental protection consciousness, also more and more less from the channel of the large-scale timber of external import.The large-scale timber that our traditional architecture needs when repairing also just is difficult to obtain.
So, for technician, a kind of splicing of invention timber assembly, make full use of tiny timber, the pin increased as required or the scale requirement of timber compoment, design height and the T-shape gradient of little timber, thus make all little timber after surrounding around core, between little timber, do not produce large space, thus guarantee globality, fastness, that passes through again employing back reinforcing mat is connected to fixation, can produce in enormous quantities, strengthen the partial technical problems of timber frame later stage paint application simultaneously, become a problem demanding prompt solution.
Summary of the invention
The technical problem to be solved in the present invention overcomes above-mentioned defect, a kind of splicing timber assembly is provided, make full use of tiny timber, the pin increased as required or the scale requirement of timber compoment, design height and the T-shape gradient of little timber, thus make all little timber after surrounding around core, large space is not produced between little timber, thus guarantee globality, fastness, that passes through again employing back reinforcing mat is connected to fixation, can produce in enormous quantities, strengthen the partial technical problems of timber frame later stage paint application simultaneously.
Splicing timber assembly, is characterized in that: comprise some splicing timber, the cross sectional shape of splicing timber is circular, square or special-shaped; Described splicing timber comprises core, and the periphery of core is bonded with timber layer by tack coat; The lateral surface of described timber layer is provided with back reinforcing mat.
As a kind of technical scheme of optimization, described core is the core be made up of timber.
As a kind of technical scheme of optimization, described timber layer is the lumber layer be made up of the fillet of some T-shaped diclinic sides.
As a kind of technical scheme of optimization, described back reinforcing mat is netted plastic net or reticular glass fiber net, and it is connected on the lateral surface of timber layer by the mode being fixedly connected with or being flexibly connected.
As a kind of technical scheme of optimization, described timber layer is connected by some connectors with between core.
As a kind of technical scheme of optimization, described connector is nail or bolt.
Owing to have employed technique scheme, compared with prior art, this invention effectively can solve that timber compoment scale requirement is large and timber is less than normal, can not meet the problem of designing and employing requirement.By solving the scale problem of timber, and then strengthen the partial technical problems of timber frame later stage paint application.Such as: by the installation of back reinforcing network, can effectively enhance the adhesive power that pin shows to paint basic unit.Indirectly added again the pull resistance of paint basic unit by the toughness of back reinforcing mat, avoid the cracking of exterior paint and the phenomenon playing drum.
The present invention makes full use of tiny timber, the pin increased as required or the scale requirement of timber compoment, design height and the T-shape gradient of little timber, thus make all little timber after surrounding around core, do not produce large space between little timber, thus ensure globality, fastness, that passes through again employing back reinforcing mat is connected to fixation, can produce in enormous quantities, strengthen the partial technical problems of timber frame later stage paint application simultaneously.
Below in conjunction with the drawings and specific embodiments, the invention will be further described.
Accompanying drawing explanation
Fig. 1 is the cross section structure schematic diagram of the first embodiment of the present invention;
Fig. 2 is the cross section structure schematic diagram of the second embodiment of the present invention;
Fig. 3 is the cross section structure schematic diagram of the third embodiment of the present invention.
Detailed description of the invention
Embodiment:
As Figure 1-3, splicing timber assembly, comprises some splicing timber, and the cross sectional shape of splicing timber is circular, square or special-shaped.Described splicing timber comprises core 4, and the periphery of core 4 is bonded with timber layer 2 by tack coat.The lateral surface of described timber layer 2 is provided with back reinforcing mat 1.
Described core is the core be made up of timber.Described timber layer is the lumber layer be made up of the fillet of some T-shaped diclinic sides.Described back reinforcing mat is netted plastic net or reticular glass fiber net, and it is connected on the lateral surface of timber layer by the mode being fixedly connected with or being flexibly connected.
Described timber layer is connected by some connectors 3 with between core.Described connector 3 is nail or bolt.
This invention effectively can solve that timber compoment scale requirement is large and timber is less than normal, can not meet the problem of designing and employing requirement.By solving the scale problem of timber, and then strengthen the partial technical problems of timber frame later stage paint application.Such as: by the installation of back reinforcing network, can effectively enhance the adhesive power that pin shows to paint basic unit.Indirectly added again the pull resistance of paint basic unit by the toughness of back reinforcing mat, avoid the cracking of exterior paint and the phenomenon playing drum.
The present invention makes full use of tiny timber, the pin increased as required or the scale requirement of timber compoment, design height and the T-shape gradient of little timber, thus make all little timber after surrounding around core, do not produce large space between little timber, thus ensure globality, fastness, that passes through again employing back reinforcing mat is connected to fixation, can produce in enormous quantities, strengthen the partial technical problems of timber frame later stage paint application simultaneously.
The present invention is not limited to above-mentioned preferred embodiment, and anyone should learn the structure change made under enlightenment of the present invention, and every have identical or akin technical scheme with the present invention, all belongs to protection scope of the present invention.

Claims (6)

1. splice timber assembly, it is characterized in that: comprise some splicing timber, the cross sectional shape of splicing timber is circular, square or special-shaped; Described splicing timber comprises core, and the periphery of core is bonded with timber layer by tack coat; The lateral surface of described timber layer is provided with back reinforcing mat.
2. splicing timber assembly according to claim 1, is characterized in that: described core is the core be made up of timber.
3. splicing timber assembly according to claim 2, is characterized in that: described timber layer is the lumber layer be made up of the fillet of some T-shaped diclinic sides.
4. splicing timber assembly according to claim 3, is characterized in that: described back reinforcing mat is netted plastic net or reticular glass fiber net, and it is connected on the lateral surface of timber layer by the mode being fixedly connected with or being flexibly connected.
5. splicing timber assembly according to claim 1, is characterized in that: described timber layer is connected by some connectors with between core.
6. splicing timber assembly according to claim 1, is characterized in that: described connector is nail or bolt.
CN201510754865.1A 2015-11-09 2015-11-09 Splicing timber assembly Pending CN105421806A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510754865.1A CN105421806A (en) 2015-11-09 2015-11-09 Splicing timber assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510754865.1A CN105421806A (en) 2015-11-09 2015-11-09 Splicing timber assembly

Publications (1)

Publication Number Publication Date
CN105421806A true CN105421806A (en) 2016-03-23

Family

ID=55500311

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510754865.1A Pending CN105421806A (en) 2015-11-09 2015-11-09 Splicing timber assembly

Country Status (1)

Country Link
CN (1) CN105421806A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1268607A (en) * 1999-03-31 2000-10-04 孙正军 Composite reinforced bamboo wall board with hollow wood imitation structure
DE202006000822U1 (en) * 2006-01-19 2006-04-27 Elflein, Manfred Safety tensioning device for glue binders or similar wood constructions presses glued board glue binders (1) together using clamping bolts (2) and pressure plates
CN202787665U (en) * 2012-09-04 2013-03-13 浙江宝业建设集团有限公司 Spliced round wooden pole for construction
CN103967218A (en) * 2014-04-14 2014-08-06 北京工业大学 Rectangular section light steel-small diameter wood combined bearing beam and manufacturing method thereof
CN104775566A (en) * 2015-03-26 2015-07-15 广东省建筑设计研究院 Built-in core column composite wood structure column for building structures

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1268607A (en) * 1999-03-31 2000-10-04 孙正军 Composite reinforced bamboo wall board with hollow wood imitation structure
DE202006000822U1 (en) * 2006-01-19 2006-04-27 Elflein, Manfred Safety tensioning device for glue binders or similar wood constructions presses glued board glue binders (1) together using clamping bolts (2) and pressure plates
CN202787665U (en) * 2012-09-04 2013-03-13 浙江宝业建设集团有限公司 Spliced round wooden pole for construction
CN103967218A (en) * 2014-04-14 2014-08-06 北京工业大学 Rectangular section light steel-small diameter wood combined bearing beam and manufacturing method thereof
CN104775566A (en) * 2015-03-26 2015-07-15 广东省建筑设计研究院 Built-in core column composite wood structure column for building structures

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RJ01 Rejection of invention patent application after publication

Application publication date: 20160323

RJ01 Rejection of invention patent application after publication