CN106088471B - A kind of pseudo-classic architecture beam column wood armored structure construction method - Google Patents

A kind of pseudo-classic architecture beam column wood armored structure construction method Download PDF

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Publication number
CN106088471B
CN106088471B CN201610408507.XA CN201610408507A CN106088471B CN 106088471 B CN106088471 B CN 106088471B CN 201610408507 A CN201610408507 A CN 201610408507A CN 106088471 B CN106088471 B CN 106088471B
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China
Prior art keywords
column
solid wood
wood board
steel column
steel
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CN106088471A (en
Inventor
吴罗文
高明
黄剑文
唐炳燕
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Guangdong Dianbai Construction Group Co Ltd
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Guangdong Dianbai Construction Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • 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
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/941Building elements specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/073Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
    • E04F13/0736Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for columns
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/10Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of wood or with an outer layer of wood

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention discloses a kind of pseudo-classic architecture beam column wood armored structure construction methods, the specific steps are as follows: and first, the structure of steel column;Second, anti-guncotton Baogang column;Third step, solid wood board Baogang column;4th step is polished in solid wood board finish and is painted.The present invention has fire-proof function, antique effect obvious, the effect for guaranteeing quality, improving working efficiency, reducing cost of labor.

Description

A kind of pseudo-classic architecture beam column wood armored structure construction method
Technical field
The present invention relates to building field, in particular to a kind of pseudo-classic architecture beam column wood armored structure construction method.
Background technique
The historic gardens building of China, exclusive artistic style make it a jewel in Chinese cultural heritage. This it is a series of it is existing be skilled in technique, art is consummate, unique style building, the self-organizing system in world's history is taken the course of its own, It is the important component of Ancient Times in China brilliance file.With development of new techniques is built, the requirement in terms of building performance is increasingly Height, traditional ancient building timber-frame structure have been unable to satisfy the requirement of modern architecture aspect of performance, but guarantee structure safety, can It leans on, is durable, meeting the requirement of fire-fighting, being the technical problem that must be solved in kangaroo-hopping robot construction.
Summary of the invention
In view of the above problems, the purpose of the present invention is to provide one kind to have fire-proof function, guarantees quality, raising work effect Rate, the pseudo-classic architecture beam column wood armored structure construction method for reducing cost of labor.
To achieve the above object, a kind of pseudo-classic architecture beam column wood armored structure construction method provided by the invention is specific to walk It is rapid as follows:
First, the structure of steel column:
A, pre-embedded anchoring bolts are carried out to the basis of steel column;
B, casting concrete is carried out to the column core of steel column;
C, decorative legs are disposed on steel column, are followed closely with glued board protected at wooden box shape later;
Second, anti-guncotton Baogang column;
A, adhesive is smeared in the anti-guncotton of alumina silicate;
B, the anti-guncotton package of alumina silicate is pasted on steel column surface in time;
C, after posting, the remaining adhesive in gap and side should be scraped in time;
D, finally, wrapping up nylon wire on the anti-guncotton surface of alumina silicate;
Third step, solid wood board Baogang column;
A, fixed square tube is respectively welded in the upper and lower of four sides of steel column;
B, wooden box upper cover plate is opened, suspension column is cleared up;
C, vertical, alignment and fixation side later, is controlled using multi-line laser leveling instrument at a direct principle using two o'clock The installation solid wood board of pipe position;
D, assembled solid wood board member, two-by-two symmetrically, and is fixed temporarily.
E, above and below steel column, the tie of two adjustable diameter sizes is installed additional respectively;Tie is tensed, solid wood board and upper and lower four are made Face square tube is held out against, and solid wood board splices tightly each other;
F, screw is worn on the plate of the inner face quadrangle of solid wood board four, surface is raised the price to follow closely again and be tensed;
G, solid wood plate surface hole for nailing and slot are repaired, connecting port is polished smooth;
4th step is polished in solid wood board finish and is painted.
In some embodiments, basis includes girder steel.
In some embodiments, three pieces of solid wood boards are spliced on girder steel outer layer;Splice four pieces of realities on the steel column outer layer Plank.
The beneficial effects of the invention are as follows with fire-proof function, the effect for guaranteeing quality, improving working efficiency, reducing cost of labor Fruit.Since wooden Baogang technology modelled after an antique is less using the complicated constructions technique such as traditional Tenon, to reduce labour cost.Combination with Connection ensure that the safety of structure.The advantages that wooden Baogang's anti-seismic performance is more preferable, and durability is strong, while this technology makes full use of steel knot The load-bearing of structure reduces consumption of wood.When success solves traditional pseudo-classic architecture fire resistance rating, once catching fire, structural elements will quickly Lose enabling capabilities problem.With practicability and advance.In addition, solid wood board Baogang scheme is thrown than full solid wood board scheme saving Money, takes full advantage of the advantage of steel construction, accelerates structure construction speed, reduces consumption of wood, is structure to environmentally protective side To a kind of effective strength of development, while all material and the equal producer of accessory make, i.e. modularized production, accelerate ancient building and apply The development of work technology commercialization.Wooden Baogang's construction technology modelled after an antique is the innovation on the basis of inheriting tradition art of architecture, sufficiently benefit With the characteristics and advantages of steel, wooden two kinds of materials, it not only ensure that the safety of structure, but also meet the requirement of ancient architecture shape, and made two Person is effectively unified.Compared with reinforced concrete structure, wooden Baogang's technology modelled after an antique has anti-seismic performance more preferable, durability By force, the advantages that fire protecting performance is excellent, and antique effect is ideal.Fire-proof function has been realized, has guaranteed quality, improves working efficiency, reduces The effect of cost of labor.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of steel column in the present invention;
Fig. 2 is the cross section structure schematic diagram of installation square tube shown in Fig. 1;
Fig. 3 is the structural schematic diagram of Zhong Fang guncotton of the present invention Baogang column;
Fig. 4 is the schematic diagram of internal structure of steel column in the present invention;
Fig. 5 is the schematic diagram of internal structure of girder steel in the present invention.
Specific embodiment
Invention is described in further detail with reference to the accompanying drawing.
As shown in Figs 1-4, a kind of pseudo-classic architecture beam column wood armored structure construction method, the specific steps are as follows: first, steel column 1 structure: pre-embedded anchoring bolts A, are carried out to the basis of steel column 1;B, casting concrete is carried out to the column core of steel column 1;C, in steel Decorative legs are disposed on column 1, are followed closely with glued board protected at 2 shape of wooden box later;Second, anti-guncotton Baogang column 1;A, in silicic acid The anti-guncotton 3 of aluminium smears adhesive;B, the anti-package of guncotton 3 of alumina silicate is pasted on 1 surface of steel column in time;C, after posting, answer and When scrape the remaining adhesive in gap and side;D, finally, wrapping up nylon wire 4 on anti-3 surface of guncotton of alumina silicate.Above-mentioned alumina silicate is anti- Guncotton 3 has good refractory heat-insulating effect, can directly contact flame.Its fire protecting performance is substantially better than scumbling, the thick fire prevention applied Coating can reach fire endurance 2 hours or more;Third step, solid wood board Baogang column 1;A, at upper and lower point of four sides of steel column 1 It is not welded with fixed square tube 5;B, 2 upper cover plate of wooden box is opened, suspension column is cleared up;C, later, using two o'clock at a direct principle, Vertical, the installation solid wood board 6 of 5 position of alignment and fixation square tube using multi-line laser leveling instrument control;D, 6 component of assembled solid wood board, It is symmetrical two-by-two, and be fixed temporarily.In addition, tensing plank using tension hoop when installing, screw is added between plate, is not required to add nail between steel wood, It can ensure that column plate surface is vertical, fixation.E, in about 1 steel column, the tie of two adjustable diameter sizes is installed additional respectively;It draws Tight tie holds out against solid wood board 6 with four sides square tube 5 up and down, and splicing is tight each other for solid wood board 6;F, in the inner face four of solid wood board 6 Screw is worn on the plate of four, angle, surface is raised the price to follow closely again and be tensed;G, 6 surface hole for nailing of solid wood board and slot are repaired, connecting port is polished smooth; 4th step is polished in 6 surface layer of solid wood board and is painted.As shown in figure 5, basis includes girder steel 7.Splice three pieces of solid woods on 7 outer layer of girder steel Plate 6;Splice four pieces of solid wood boards 6 on 1 outer layer of steel column.
Wooden Baogang's technology modelled after an antique is less using the complicated constructions technique such as traditional Tenon, to reduce labour cost.Combination With connect the safety that ensure that structure.The advantages that wooden Baogang's anti-seismic performance is more preferable, and durability is strong, while this technology makes full use of steel The load-bearing of structure reduces consumption of wood.When success solves traditional pseudo-classic architecture fire resistance rating, once catching fire, structural elements will very Enabling capabilities problem is lost fastly.With practicability and advance.In addition, 6 Baogang's scheme of solid wood board is than full solid wood board scheme saving Investment, takes full advantage of the advantage of steel construction, accelerates structure construction speed, reduces consumption of wood, is structure to environmentally protective A kind of effective strength that direction is developed, while all material and the equal producer's production of accessory, i.e. modularized production, accelerate ancient building The industrialized development of construction technology.Wooden Baogang's construction technology modelled after an antique is the innovation on the basis of inheriting tradition art of architecture, sufficiently The characteristics and advantages of steel, wooden two kinds of materials are utilized, not only ensure that the safety of structure, but also meet the requirement of ancient architecture shape, and made The two is effectively unified.Compared with reinforced concrete structure, wooden Baogang's technology modelled after an antique has anti-seismic performance more preferable, durability By force, the advantages that fire protecting performance is excellent, and antique effect is ideal.
Above-described is only some embodiments of the present invention.For those of ordinary skill in the art, not Under the premise of being detached from the invention design, various modifications and improvements can be made, these belong to the protection scope of invention.

Claims (3)

1. a kind of pseudo-classic architecture beam column wood armored structure construction method, the specific steps are as follows:
First, the structure of steel column:
A, pre-embedded anchoring bolts are carried out to the basis of steel column;
B, casting concrete is carried out to the column core of steel column;
C, decorative legs are disposed on steel column, are followed closely with glued board protected at wooden box shape later;
Second, anti-guncotton Baogang column;
A, adhesive is smeared in the anti-guncotton of alumina silicate;
B, the anti-guncotton package of alumina silicate is pasted on steel column surface in time;
C, after posting, the remaining adhesive in gap and side should be scraped in time;
D, finally, wrapping up nylon wire on the anti-guncotton surface of alumina silicate;
Third step, solid wood board Baogang column;
A, fixed square tube is respectively welded in the upper and lower of four sides of steel column;
B, wooden box upper cover plate is opened, suspension column is cleared up;
C, vertical, alignment and fixation square tube position later, is controlled using multi-line laser leveling instrument at a direct principle using two o'clock The installation solid wood board set;
D, assembled solid wood board member, two-by-two symmetrically, and is fixed temporarily;
E, above and below steel column, the tie of two adjustable diameter sizes is installed additional respectively;Tie is tensed, solid wood board and four sides side up and down are made Tube top is tight, and solid wood board splices tightly each other;
F, screw is worn on the plate of the inner face quadrangle of solid wood board four, surface is raised the price to follow closely again and be tensed;
G, solid wood plate surface hole for nailing and slot are repaired, connecting port is polished smooth;
4th step is polished in solid wood board finish and is painted.
2. a kind of pseudo-classic architecture beam column wood armored structure construction method according to claim 1, which is characterized in that described Basis includes girder steel.
3. a kind of pseudo-classic architecture beam column wood armored structure construction method according to claim 2, which is characterized in that described Splice three pieces of solid wood boards on girder steel outer layer;Splice four pieces of solid wood boards on the steel column outer layer.
CN201610408507.XA 2016-06-12 2016-06-12 A kind of pseudo-classic architecture beam column wood armored structure construction method Active CN106088471B (en)

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Publication number Priority date Publication date Assignee Title
CN106639156A (en) * 2017-02-22 2017-05-10 盐城工学院 Wood-coated steel-steel and wood composite column
CN107320986A (en) * 2017-08-04 2017-11-07 江苏金陵体育器材股份有限公司 Obstacle crossbar
CN107724532A (en) * 2017-10-31 2018-02-23 周丐社 A kind of building in the style of the ancients beam column wood armored structure
CN110616807B (en) * 2019-09-04 2020-07-14 青岛理工大学 Folding type floor slab center pillar combined node and assembling method thereof
CN110924547A (en) * 2019-12-02 2020-03-27 应急管理部天津消防研究所 Fireproof protection structure of assembled module building steel column and implementation method thereof
CN112523448B (en) * 2020-11-12 2022-07-01 上海建工四建集团有限公司 Wrapping structure and wrapping construction method of steel structure column of pseudo-classic building
CN112627328A (en) * 2020-12-14 2021-04-09 上海建工四建集团有限公司 Beam wrapping and embedding device in pseudo-classic architecture and processing method thereof
CN114351853B (en) * 2021-12-27 2024-01-23 中国建筑第八工程局有限公司 Complex archaized attic steel-wood combined structure and construction method thereof

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DE2926438A1 (en) * 1979-06-29 1981-01-22 Peter Mack Decorative concrete facing - applied by temporary fixing a panel on inside of shuttering by nailed PVC foil
KR20040102500A (en) * 2003-05-28 2004-12-08 손종훈 Compound Construction Material
JP2011047255A (en) * 2009-08-28 2011-03-10 Shoji Sawada Construction method of cold-resistance structure of snowfall region
CN202064448U (en) * 2011-05-16 2011-12-07 江西省水利规划设计院 Reinforced concrete structure used for antique building
CN202164819U (en) * 2011-06-08 2012-03-14 刘宁川 Composite PVC (Polyvinyl Chloride) wood-simulative beam
CN203475697U (en) * 2013-07-18 2014-03-12 北京通宜博达园林古建工程有限公司 Archaized suspended column

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Publication number Priority date Publication date Assignee Title
DE2926438A1 (en) * 1979-06-29 1981-01-22 Peter Mack Decorative concrete facing - applied by temporary fixing a panel on inside of shuttering by nailed PVC foil
KR20040102500A (en) * 2003-05-28 2004-12-08 손종훈 Compound Construction Material
JP2011047255A (en) * 2009-08-28 2011-03-10 Shoji Sawada Construction method of cold-resistance structure of snowfall region
CN202064448U (en) * 2011-05-16 2011-12-07 江西省水利规划设计院 Reinforced concrete structure used for antique building
CN202164819U (en) * 2011-06-08 2012-03-14 刘宁川 Composite PVC (Polyvinyl Chloride) wood-simulative beam
CN203475697U (en) * 2013-07-18 2014-03-12 北京通宜博达园林古建工程有限公司 Archaized suspended column

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Inventor after: Wu Luowen

Inventor after: Gao Ming

Inventor after: Huang Jianwen

Inventor after: Tang Bingyan

Inventor before: Wu Luowen

Inventor before: Jiao Wen

Inventor before: Huang Jianwen

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