CN106088471A - A kind of novel building in the style of the ancients beam column wood armored structure construction method - Google Patents
A kind of novel building in the style of the ancients beam column wood armored structure construction method Download PDFInfo
- Publication number
- CN106088471A CN106088471A CN201610408507.XA CN201610408507A CN106088471A CN 106088471 A CN106088471 A CN 106088471A CN 201610408507 A CN201610408507 A CN 201610408507A CN 106088471 A CN106088471 A CN 106088471A
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- solid wood
- steel column
- wood board
- style
- ancients
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/072—Coverings 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
- E04F13/073—Coverings 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
- E04F13/0736—Coverings 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings 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
- E04F13/10—Coverings 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 novel building in the style of the ancients beam column wood armored structure construction method, specifically comprise the following steps that first, the structure of steel column；Second, bale of cotton steel column of preventing fires；3rd step, solid wood board Baogang post；4th step, at solid wood board surface layer polishing paint.It is obvious that the present invention has fire-proof function, antique effect, it is ensured that quality, the work efficiency that improves, the effect of cost of labor of reducing.
Description
Technical field
The present invention relates to building field, particularly to a kind of novel building in the style of the ancients beam column wood armored structure construction method.
Background technology
The historic gardens building of China, its exclusive artistic style, make it a jewel in Chinese cultural heritage.
These are a series of existing is skilled in technique, art is consummate, the building of unique style, self-organizing system in world's history, takes the course of its own,
It it is the important component part of Ancient Times in China brilliance file.Along with the requirement in terms of building development of new techniques, building performance increasingly
Height, traditional ancient building timber-frame structure cannot meet the requirement of modern architecture aspect of performance, ensure again structure safe, can
Lean on, durable, meet the requirement of fire-fighting, be the technical problem that must solve in kangaroo-hopping robot construction.
Summary of the invention
In view of the above problems, it is an object of the invention to provide one to there is fire-proof function, ensure quality, raising work effect
Rate, the novel building in the style of the ancients beam column wood armored structure construction method of reduction cost of labor.
For achieving the above object, a kind of novel building in the style of the ancients beam column wood armored structure construction method that the present invention provides,
Specifically comprise the following steps that
First, the structure of steel column:
A, basis to steel column carry out pre-embedded anchoring bolts；
B, post core to steel column carry out casting concrete；
C, on steel column dispose decorative legs, follow closely into tub shape with plywood afterwards and protect；
Second, bale of cotton steel column of preventing fires；
A, smear adhesive at the anti-Pyroxylin of aluminium silicate；
B, the timely bale of cotton of being prevented fires by aluminium silicate are wrapped up in and are pasted on steel column surface；
C, post after, should scrape in time gap and side residual adhesive；
D, last, nylon wire is wrapped up on aluminium silicate anti-Pyroxylin surface；
3rd step, solid wood board Baogang post；
A, it is respectively welded fixing square tube up and down in four sides of steel column；
B, open tub upper cover plate, clear up suspension column；
C, afterwards, utilizes become a direct principle at 2, uses multi-line laser leveling instrument to control vertical, the fixing side of alignment
The installation solid wood board of pipe position；
D, assembled solid wood board component, symmetrical two-by-two, and fix temporarily.
E, upper and lower at steel column, install the tie of two road adjustable diameter sizes respectively additional；Tension tie, makes solid wood board and upper and lower four
Face square tube holds out against, and solid wood board splices tightly each other；
F, wearing screw on the plate of four, the inner face corner of solid wood board, surface adds flat nail tension again；
G, repairing solid wood board surface hole for nailing and groove, polish smooth connecting port；
4th step, at solid wood board surface layer polishing paint.
In some embodiments, basis includes girder steel.
In some embodiments, girder steel outer layer splices three pieces of solid wood boards；Four pieces of realities are spliced on described steel column outer layer
Plank.
The invention has the beneficial effects as follows that there is fire-proof function, guarantee quality, the work efficiency that improves, the effect of reduction cost of labor
Really.Due to complicated construction techniques such as the Tenons that the less use of technology modelled after an antique of wood Baogang is traditional, thus reduce labour cost.Combination with
Connect the safety that ensure that structure.The advantages such as wood Baogang anti-seismic performance is more preferable, and durability is strong, this technology makes full use of steel knot simultaneously
The load-bearing of structure, reduces consumption of wood.When success solves tradition building in the style of the ancients fire resistance rating, once catching fire, structural elements will quickly
Lose enabling capabilities problem.There is practicality and advance.It 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 that structure is to environmental protection side
To a kind of effective strength of development, all material and the equal producer of accessory make simultaneously, i.e. modularized production accelerates ancient building and executes
The development of work technology commercialization.Wood Baogang construction technology modelled after an antique is the innovation on the basis of the inheriting tradition art of architecture, fully profit
By steel, the characteristic of wood bi-material and advantage, both ensure that the safety of structure, and met again the requirement of ancient architecture shape, make two
Person is effectively unified.Comparing with reinforced concrete structure, it is more preferable that wood Baogang technology modelled after an antique has anti-seismic performance, durability
The advantages such as by force, fire protecting performance is excellent, and antique effect is preferable.Achieve fire-proof function, ensure quality, raising work efficiency, reduction
The effect of cost of labor.
Accompanying drawing explanation
Fig. 1 is the structural representation of steel column in the present invention；
Fig. 2 is the cross section structure schematic diagram installing square tube shown in Fig. 1；
Fig. 3 is the structural representation of fire prevention bale of cotton steel column in the present invention；
Fig. 4 is the internal structure schematic diagram of steel column in the present invention；
Fig. 5 is the internal structure schematic diagram of girder steel in the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawings invention is described in further detail.
As Figure 1-4, a kind of novel building in the style of the ancients beam column wood armored structure construction method, specifically comprise the following steps that
One, the structure of steel column 1: A, basis to steel column 1 carry out pre-embedded anchoring bolts；B, post core to steel column 1 carry out casting concrete；
C, on steel column 1 dispose decorative legs, follow closely into tub 2 shape with plywood afterwards and protect；Second, bale of cotton steel column 1 of preventing fires；A、
Adhesive is smeared at the anti-Pyroxylin of aluminium silicate 3；B, timely parcel by anti-for aluminium silicate Pyroxylin 3 are pasted on steel column 1 surface；C, post
After, gap and the adhesive of side residual should be scraped in time；D, last, nylon wire 4 is wrapped up on aluminium silicate anti-Pyroxylin 3 surface.Above-mentioned
The anti-Pyroxylin of aluminium silicate 3 has good refractory heat-insulating effect, can directly contact flame.Its fire protecting performance is substantially better than scumbling, thickness
The fireproof coating being coated with, can reach fire endurance more than 2 hours；3rd step, solid wood board Baogang post 1；A, in four sides of steel column 1
Be respectively welded fixing square tube 5 up and down；B, open tub 2 upper cover plate, clear up suspension column；C, afterwards, utilize 2 become one straight
The principle connect, uses multi-line laser leveling instrument to control vertical, the installation solid wood board 6 of fixing square tube 5 position of alignment；D, assembled solid wood
Plate 6 component, symmetrical two-by-two, and fix temporarily.It addition, use tension hoop tension plank when installing, add screw between plate, between steel wood not
Nail need to be added, can ensure that post plate surface is vertical, fixation.E, at steel column about 1, install two road adjustable diameter sizes respectively additional
Tie；Tension tie, makes solid wood board 6 hold out against with four sides square tube 5 up and down, and solid wood board 6 splices tightly each other；F, at solid wood board 6
Four, inner face corner plate on wear screw, surface add again flat nail tension；G, repairing solid wood board 6 surface hole for nailing and groove, light of polishing
Sliding roll line；4th step, at solid wood board 6 surface layer polishing paint.As it is shown in figure 5, basis includes girder steel 7.Splice on girder steel 7 outer layer
Three pieces of solid wood boards 6；Four pieces of solid wood boards 6 are spliced on described steel column 1 outer layer.
The complicated construction techniques such as the Tenon that the less use of technology modelled after an antique of wood Baogang is traditional, thus reduce labour cost.Combination
Be connected the safety that ensure that structure.The advantages such as wood Baogang anti-seismic performance is more preferable, and durability is strong, this technology makes full use of steel simultaneously
The load-bearing of structure, reduces consumption of wood.When success solves tradition building in the style of the ancients fire resistance rating, once catching fire, structural elements will very
Lose enabling capabilities problem soon.There is practicality and advance.It addition, solid wood board 6 Baogang scheme is than full solid wood board 6 scheme saving
Investment, takes full advantage of the advantage of steel construction, accelerates structure construction speed, reduces consumption of wood, is that structure is to environmental protection
A kind of effective strength that direction is developed, all material and the equal producer of accessory make simultaneously, i.e. modularized production accelerates ancient building
The industrialized development of construction technology.Wood Baogang construction technology modelled after an antique is the innovation on the basis of the inheriting tradition art of architecture, fully
Make use of steel, the characteristic of wood bi-material and advantage, both ensure that the safety of structure, and met again the requirement of ancient architecture shape, make
Both are effectively unified.Comparing with reinforced concrete structure, it is more preferable that wood Baogang technology modelled after an antique has anti-seismic performance, durability
The advantages such as by force, fire protecting performance is excellent, and antique effect is preferable.
Above-described is only some embodiments of the present invention.For the person of ordinary skill of the art, not
On the premise of departing from the invention design, it is also possible to making some deformation and improvement, these broadly fall into the protection domain of invention.
Claims (3)
1. a novel building in the style of the ancients beam column wood armored structure construction method, specifically comprises the following steps that
First, the structure of steel column:
A, basis to steel column carry out pre-embedded anchoring bolts；
B, post core to steel column carry out casting concrete；
C, on steel column dispose decorative legs, follow closely into tub shape with plywood afterwards and protect；
Second, bale of cotton steel column of preventing fires；
A, smear adhesive at the anti-Pyroxylin of aluminium silicate；
B, the timely bale of cotton of being prevented fires by aluminium silicate are wrapped up in and are pasted on steel column surface；
C, post after, should scrape in time gap and side residual adhesive；
D, last, nylon wire is wrapped up on aluminium silicate anti-Pyroxylin surface；
3rd step, solid wood board Baogang post；
A, it is respectively welded fixing square tube up and down in four sides of steel column；
B, open tub upper cover plate, clear up suspension column；
C, afterwards, utilizes become a direct principle at 2, uses multi-line laser leveling instrument to control vertical, the fixing square tube position of alignment
The installation solid wood board put；
D, assembled solid wood board component, symmetrical two-by-two, and fix temporarily.
E, upper and lower at steel column, install the tie of two road adjustable diameter sizes respectively additional；Tension tie, makes solid wood board and four sides side up and down
Pipe holds out against, and solid wood board splices tightly each other；
F, wearing screw on the plate of four, the inner face corner of solid wood board, surface adds flat nail tension again；
G, repairing solid wood board surface hole for nailing and groove, polish smooth connecting port；
4th step, at solid wood board surface layer polishing paint.
A kind of novel building in the style of the ancients beam column wood armored structure construction method the most according to claim 1, it is characterised in that
Described basis includes girder steel.
A kind of novel building in the style of the ancients beam column wood armored structure construction method the most according to claim 2, it is characterised in that
Three pieces of solid wood boards are spliced on described girder steel outer layer；Four pieces of solid wood boards are spliced on described steel column outer layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610408507.XA CN106088471B (en) | 2016-06-12 | 2016-06-12 | A kind of pseudo-classic architecture beam column wood armored structure construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610408507.XA CN106088471B (en) | 2016-06-12 | 2016-06-12 | A kind of pseudo-classic architecture beam column wood armored structure construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106088471A true CN106088471A (en) | 2016-11-09 |
| CN106088471B CN106088471B (en) | 2019-09-06 |
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Cited By (8)
| 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 |
| CN110616807A (en) * | 2019-09-04 | 2019-12-27 | 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 |
| CN112523448A (en) * | 2020-11-12 | 2021-03-19 | 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 |
| CN114351853A (en) * | 2021-12-27 | 2022-04-15 | 中国建筑第八工程局有限公司 | Complex antique attic steel-wood combined structure and construction method thereof |
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Cited By (10)
| 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 |
| CN110616807A (en) * | 2019-09-04 | 2019-12-27 | 青岛理工大学 | Folding type floor slab center pillar combined node and assembling method thereof |
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| 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 |
| CN112523448A (en) * | 2020-11-12 | 2021-03-19 | 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 |
| CN114351853A (en) * | 2021-12-27 | 2022-04-15 | 中国建筑第八工程局有限公司 | Complex antique attic steel-wood combined structure and construction 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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| CN106088471B (en) | 2019-09-06 |
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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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