CN106958323B - A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate - Google Patents
A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate Download PDFInfo
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- CN106958323B CN106958323B CN201710336968.5A CN201710336968A CN106958323B CN 106958323 B CN106958323 B CN 106958323B CN 201710336968 A CN201710336968 A CN 201710336968A CN 106958323 B CN106958323 B CN 106958323B
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- timber
- small diameter
- steel plate
- light steel
- chamber
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 125
- 239000010959 steel Substances 0.000 title claims abstract description 125
- 229910052799 carbon Inorganic materials 0.000 claims abstract description 24
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000004744 fabric Substances 0.000 claims abstract description 22
- 239000000203 mixture Substances 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 8
- 239000004917 carbon fiber Substances 0.000 claims abstract description 8
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004816 latex Substances 0.000 claims description 12
- 229920000126 latex Polymers 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 6
- 239000002699 waste material Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000008602 contraction Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 4
- 239000010902 straw Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000001680 brushing effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims description 2
- 239000002245 particle Substances 0.000 claims description 2
- 238000012545 processing Methods 0.000 claims description 2
- 230000001012 protector Effects 0.000 claims description 2
- 238000011161 development Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 4
- 230000001681 protective effect Effects 0.000 description 3
- 238000011160 research Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses light steel pipe-timber with small diameter combination load-bearing pillars and the practice that a kind of band divides chamber steel plate, belong to technical field of structural engineering；The present invention low, multilayer green building development suitable for villages and small towns；Core is light steel tube and the steel skeleton structure for dividing chamber steel plate composition, sawdust mixture is poured inside light steel tube, filling timber with small diameter in cavity region is divided to form interstitital texture, outermost layer FRP carbon cloth go along with sb. to guard him constraint under overall structure bearing capacity greatly improve, bearing capacity maximum can be improved 30% or more, stress model is simple (core reinforcing bar-timber with small diameter-outermost layer FRP carbon fiber) simultaneously, makes full use of and develops timber with small diameter, accomplished green low-carbon environment-friendly.
Description
Technical field
The present invention relates to light steel pipe-timber with small diameter combination load-bearing pillars and the practice that a kind of band divides chamber steel plate, belong to structure work
Journey technical field.
Background technique
As the fast development of China's dwelling construction promotes house to meet the growing housing need of the people
Industry modernization develops steel house, expands the occupation rate of market of steel house.It predicts light steel tube and timber with small diameter
Reasonable combination is formed by structure and has broad application prospects.
With the continuous scarcity of resource, the timber resources in China is also faced with severe problem, since majority state should be through
Embargo virgin wood, therefore dependence imported timber has become impossible, meanwhile, in use due to major diameter
The favor of timber causes the timber of minor diameter (having a size of 40mm~130mm) seldom completely to be developed and used, most paths
Timber is by serious waste.How the research that by timber with small diameter that people ignore is had become current hotspot is completely developed and utilized
Problem, the solution of this problem not only will effectively alleviate crisis of resource, also solve forest reserves supply and demand to a certain extent
Contradiction.
Carbon fiber becomes the emphasis of world today's material subject research with its excellent comprehensive performance.Research shows that: carbon fiber
Tensile strength > 3500MPa of dimension, tensile modulus > 230GPa, density are only 1.76~1.94g/cm, have excellent mechanical property
Energy and overall characteristic；Carbon fiber is used widely in building, the energy etc. field and industry.
Traditional reinforced column structural bearing capacity is generally poor, is needed in work progress using a large amount of (wood) mould
Plate be easy to cause the serious waste of resource, while construction and maintenance needs a large amount of duration, can not adapt to the hair of current green building
Exhibition.Based on this, the invention proposes light steel pipe-timber with small diameter combination load-bearing pillars that a kind of band divides chamber steel plate, and core is that band divides chamber
The light steel tube of steel plate, steel duct pour timber with small diameter sawdust filler, and timber with small diameter, periphery packet are filled in point cavity space gap
Wrapping up in FPR carbon cloth, corner is reinforced using angle steel simultaneously, and compared to traditional concrete bearing column, bearing capacity is significantly mentioned
Height reduces template construction, while sufficiently having developed and utilized timber with small diameter, meets the development need of current green building, fits
Development for low multilayer country building.
Summary of the invention
The purpose of the present invention is to provide it is a kind of have many advantages, such as stress science, simple structure and it is environmentally protective integration
Band divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, bad to effectively solve conventional concrete column bearing capacity, applies
The problems such as work low efficiency, resource utilization is low.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of band divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, which includes sawdust mixture
1, light steel tube 2, timber with small diameter 3, divide chamber steel plate 4, FRP carbon cloth 5 and Conner reinforcement 6；Light steel tube 2 is arranged in the group
The centre of load-bearing pillar is closed, light steel tube 2 is the central cavity structure of the combination load-bearing pillar, the outer surface welding of central cavity structure
Have it is several be equidistantly evenly arranged divide chamber steel plate 4, light steel tube 2 and collectively constitute the combination load-bearing after dividing chamber steel plate 4 to weld
Column forms core reinforcing bar, and FRP carbon cloth 5 is wrapped in a point outside for chamber steel plate 4, each point of chamber steel plate 4 and FRP carbon cloth 5
Between formed outer portion cavity configuration, periphery package FRP carbon cloth 5 be capable of providing good core effect of contraction；Light steel tube 2
Inside poured sawdust mixture 1, to improve the stress performance of core reinforcing bar；Path is placed in filling in outer portion cavity configuration
Timber 3；The corner location of FRP carbon cloth 5 is equipped with Conner reinforcement 6 to provide additional confining guard；
Sawdust mixture 1 is made of sawdust, latex, fine sand, cement and water, and sawdust is when timber with small diameter 3 is pre-machined
Product, sawdust, latex, fine sand, cement, water carry out uniform mix, the particle diameter of fine sand according to 1:1:0.25:0.25:0.05
For 5mm-10mm, filling work should be completed after the uniform mix of sawdust, latex, fine sand, cement, water before initial set；Sawdust simultaneously
It can be replaced with waste straw, Replacement rate is 0~100%, and waste straw is processed into 10mm or less size.
The light steel tube 2 is one of core reinforcing bar component part, and light steel tube 2 is collectively constituted with the welding of chamber steel plate 4 is divided
Core reinforcing bar.The section of light steel tube 2 is round or rectangle, it is contemplated that construction in later period is convenient, it is proposed that uses rectangular in form, steel
Tube thickness is not more than 4mm, and outer diameter of steel pipes should not exceed 200mm.
The timber with small diameter 3 is the timber that diameter outside bark is 40mm~80mm, and timber with small diameter 1, which is processed into section, in advance is
Rectangle, convenient for making full use of for timber with small diameter, the size dimension of rectangle is the multiple of 20mm, such as 20mm × 40mm, 40mm ×
40mm, 40mm × 20mm, 20mm × 20mm, timber with small diameter 3 is in dividing cavity region in layering interlaced arrangement；Each layer timber with small diameter 3
And it is bonded between each timber with small diameter 3 by latex.
Described point of chamber steel plate 4 is one of core reinforcing bar component part, divides chamber steel plate 4 to weld with light steel tube 2 and collectively constitutes
Core reinforcing bar.Point chamber steel plate 4 is made using sheet metal, and steel plate thickness is preferably 2~3mm, divide 4 strength of parent of chamber steel plate preferably with
2 steel plate mother metal intensity of light steel tube is consistent.
The FRP carbon cloth 5 is woven by 12K carbon fiber wire, and FRP carbon cloth 5 is wrapped in structure outermost layer, with
Improve the effect of contraction to internal structure.Bonding the number of plies is preferably 2~3 layers, and every layer of FRP carbon cloth 5 need to be overlapped when pasting,
The lap of splice is not less than 150mm, and the additional brushing primer of overlapping regions, prevents overlapping regions from unclamping.
The Conner reinforcement 6 is the corner protector measure of structure, while providing and acting on internal structure additional restraint.Angle
Portion's reinforcer 6 is angle steel, and angle steel is having a size of 30mm*30mm*4mm, and angle steel strength of parent is consistent with internal reinforcing bar intensity, and corner adds
Strong part 6 reserves rivet hole, convenient and 3 rivet interlacement of timber with small diameter.
A kind of band divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, the production method is as follows:
The first step is positioned and is erected by light steel tube 2 and the core reinforcing bar for dividing chamber steel plate 4 to form, while in light steel tube 2
Inside pours the good sawdust mixture 1 of trial；
Second step, divides the timber with small diameter 3 of the preparatory preparatory processing of filling in cavity region, between timber with small diameter 3 by latex into
Row is adhesively fixed, positioning molding；
Third step, interstitital texture corner positioning setting Conner reinforcement 6, Conner reinforcement 6 can be every along short transverse
Together, Conner reinforcement 6 and timber with small diameter 3 can be adhesively fixed or by reserving hole rivet using latex for 300mm setting
Connection；
4th step wraps up FRP carbon cloth 5 in the interstitital texture outermost layer that timber with small diameter 3 forms, and the package number of plies is preferably 2
~3 layers, while reserved lap of splice 200mm, lap-joint, which should ensure that, to unclamp, that is, form the light steel that a kind of band divides chamber steel plate
Pipe-timber with small diameter combines load-bearing pillar.
A kind of band of the present invention divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate to be suitable for low, multilayer villages and small towns green
The development of building.Inside setting core reinforcing bar, and environment-friendly and green material is poured, nuclear structure stress science passes through FRP carbon fiber
Proper restraint is carried out to internal timber with small diameter, integrally-built bearing capacity is substantially increased, due to preferably developing and utilizing
Timber with small diameter, has accomplished environmentally protective low-carbon.
Detailed description of the invention
Fig. 1 is light steel pipe-timber with small diameter combination load-bearing pillar sectional view that a kind of band divides chamber steel plate.
A kind of band of Fig. 2 divides light steel pipe-timber with small diameter combination load-bearing pillar elevation of chamber steel plate.
In figure: 1 sawdust mixture, 2 light steel tubes, 3 timber with small diameter, 4 points of chamber steel plates, 5FRP carbon cloth and 6 corners add
Strong part.
Specific embodiment
The present invention will be further described combined with specific embodiments below:
As shown in Figs. 1-2, a kind of band of the invention divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, including wood
Bits mixture 1, timber with small diameter 3, divides chamber steel plate 4, FRP carbon cloth 5 and Conner reinforcement 6 at light steel tube 2.Core forced section
Part is middle part by light steel tube 2 and the core steel pipe that divides chamber steel plate 4 to form, pours sawdust mixture 1 inside light steel tube, later
Timber with small diameter 3 is placed in point cavity region and forms internal interstitital texture, and corner is subject to fixed constraint using Conner reinforcement, outermost
Layer package FRP carbon cloth 5, produces preferable core effect of contraction to internal 3 interstitital texture of timber with small diameter, improves structure
Bearing capacity, overall structure stress science, while timber with small diameter is reasonably developed and utilized is more environmentally protective, fits
It is suitable for the development of low, multilayer villages and small towns green building.
It is an exemplary embodiments of the invention above, implementation of the invention is without being limited thereto.
Claims (8)
1. light steel pipe-timber with small diameter combination load-bearing pillar that a kind of band divides chamber steel plate, it is characterised in that: the combination load-bearing pillar includes wood
Bits mixture (1), timber with small diameter (3), divide chamber steel plate (4), FRP carbon cloth (5) and Conner reinforcement at light steel tube (2)
(6)；The centre of the combination load-bearing pillar is arranged in light steel tube (2), and light steel tube (2) is the central cavity knot of the combination load-bearing pillar
Structure, the outer surface of central cavity structure be welded with it is several be equidistantly evenly arranged divide chamber steel plate (4), light steel tube (2) and point
Combination load-bearing pillar composition core reinforcing bar is collectively constituted after chamber steel plate (4) welding, FRP carbon cloth (5) is wrapped in a point chamber steel plate
(4) outside forms outer portion cavity configuration, periphery package FRP carbon fiber between each point of chamber steel plate (4) and FRP carbon cloth (5)
Wei Bu (5) is capable of providing good core effect of contraction；The inside of light steel tube (2) has poured sawdust mixture (1), to improve
The stress performance of core reinforcing bar；Timber with small diameter (3) are placed in filling in outer portion cavity configuration；The quadrangle position of FRP carbon cloth (5)
It sets and is equipped with Conner reinforcement (6) to provide additional confining guard.
2. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: sawdust mixture (1) is made of sawdust, latex, fine sand, cement and water, and sawdust is production when timber with small diameter (3) are pre-machined
Object, sawdust, latex, fine sand, cement, water carry out uniform mix according to 1:1:0.25:0.25:0.05, and the particle diameter of fine sand is
5mm-10mm completes filling work after the uniform mix of sawdust, latex, fine sand, cement, water before initial set；Sawdust can also be used simultaneously
Waste straw replaces, and Replacement rate is 0~100%, and waste straw is processed into 10mm or less size.
3. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: the light steel tube (2) is one of core reinforcing bar component part, and light steel tube (2) is collectively constituted with chamber steel plate (4) welding is divided
Core reinforcing bar；The section of light steel tube (2) is round or rectangle, and the steel pipe thickness of light steel tube (2) is not more than 4mm, light-duty
The outer diameter of steel pipes of steel pipe (2) is not more than 200mm.
4. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: the timber with small diameter (3) is the timber that diameter outside bark is 40mm~80mm, and it is square that timber with small diameter 1, which is processed into section, in advance
Shape, convenient for making full use of for timber with small diameter, the size dimension of rectangle is the multiple of 20mm, and timber with small diameter (3) is in dividing cavity region
In layering interlaced arrangement；It is bonded between each layer timber with small diameter (3) and each timber with small diameter (3) by latex.
5. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: it is described that chamber steel plate (4) is divided to be one of core reinforcing bar component part, divide chamber steel plate (4) to weld with light steel tube (2) and collectively constitutes
Core reinforcing bar；Point chamber steel plate (4) are made using sheet metal, and steel plate thickness is 2~3mm, divide chamber steel plate (4) strength of parent with
Light steel tube (2) steel plate mother metal intensity is consistent.
6. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: the FRP carbon cloth (5) is woven by 12K carbon fiber wire, and FRP carbon cloth (5) is wrapped in structure outermost layer, with
Improve the effect of contraction to internal structure；Bonding the number of plies is 2~3 layers, and every layer of FRP carbon cloth (5) need to be overlapped when pasting,
The lap of splice is not less than 150mm, and the additional brushing primer of overlapping regions, prevents overlapping regions from unclamping.
7. a kind of band according to claim 1 divides light steel pipe-timber with small diameter combination load-bearing pillar of chamber steel plate, feature exists
In: the Conner reinforcement (6) is the corner protector measure of structure, while providing and acting on internal structure additional restraint；Corner
Reinforcer (6) is angle steel, and angle steel is having a size of 30mm*30mm*4mm, and angle steel strength of parent is consistent with internal reinforcing bar intensity, and corner adds
Strong part (6) reserves rivet hole, convenient and timber with small diameter (3) rivet interlacement.
8. dividing light steel pipe-timber with small diameter of chamber steel plate to combine using a kind of band that combination load-bearing pillar described in claim 1 carries out
Load-bearing pillar production method, it is characterised in that: this method comprises the following steps,
The first step, positioning and erection by light steel tube (2) and divide the chamber steel plate core reinforcing bar that (4) form, while in light steel tube
(2) internal to pour the good sawdust mixture (1) of trial；
Second step, divides the timber with small diameter (3) of the preparatory preparatory processing of filling in cavity region, between timber with small diameter (3) by latex into
Row is adhesively fixed, positioning molding；
Third step, interstitital texture corner positioning setting Conner reinforcement (6), Conner reinforcement (6) are set along the every 300mm of short transverse
It sets together, Conner reinforcement (6) and timber with small diameter (3) are adhesively fixed or by reserving hole rivet interlacement using latex；
4th step wraps up FRP carbon cloth (5) in the interstitital texture outermost layer of timber with small diameter (3) composition, and the package number of plies is 2~3
Layer, while reserved lap of splice 200mm form light steel pipe-timber with small diameter combination load-bearing pillar that a kind of band divides chamber steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710336968.5A CN106958323B (en) | 2017-05-14 | 2017-05-14 | A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710336968.5A CN106958323B (en) | 2017-05-14 | 2017-05-14 | A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate |
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| Publication Number | Publication Date |
|---|---|
| CN106958323A CN106958323A (en) | 2017-07-18 |
| CN106958323B true CN106958323B (en) | 2019-05-17 |
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| CN201710336968.5A Expired - Fee Related CN106958323B (en) | 2017-05-14 | 2017-05-14 | A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate |
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| CN110344539B (en) * | 2018-11-30 | 2024-04-09 | 内蒙古工业大学 | Steel pipe concrete energy consumption combined column and manufacturing method thereof |
| CN113463842A (en) * | 2020-03-31 | 2021-10-01 | 中国地质大学（北京） | Combined rectangular section column and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1963105A (en) * | 2006-12-08 | 2007-05-16 | 北京工业大学 | Profiled steel and steel pipe concrete profiled pile and method for making same |
| CN100507176C (en) * | 2007-12-06 | 2009-07-01 | 合肥工业大学 | Steel pipe-FRP pipe core concrete combination structure |
| CN101555719A (en) * | 2008-04-08 | 2009-10-14 | 王广武 | Plastic wood and foamed material combined plate, beam, post and brick |
| CN101892661B (en) * | 2010-07-15 | 2011-12-14 | 南京工业大学 | Double-pipe reinforced composite combined built pile |
| CN102704622A (en) * | 2012-04-25 | 2012-10-03 | 南京林业大学 | FRP (fiber reinforced plastic), concrete and hollow original bamboo cylindrical beam |
| CN103953162A (en) * | 2014-04-14 | 2014-07-30 | 北京工业大学 | Light steel-undersized log-carbon fiber combined load-bearing pillar with rectangular section and preparation method thereof |
| CN103967217B (en) * | 2014-04-14 | 2016-06-01 | 北京工业大学 | The light steel in T-shaped cross section-timber with small diameter combination bearing column and making method |
| CN103967218B (en) * | 2014-04-14 | 2016-05-18 | 北京工业大学 | The light steel in square-section-timber with small diameter combination load-bearing pillar and preparation method |
| KR101626428B1 (en) * | 2015-02-11 | 2016-06-02 | 삼성물산 주식회사 | Manufacturing Method for Hollow Precast Concret-encased Steel Column and Dry-splicing Methods for the Same |
| CN105201143A (en) * | 2015-10-16 | 2015-12-30 | 沈阳建筑大学 | Carbon fiber thin-wall steel tube concrete composite column with internal FRP sectional material and method |
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Inventor after: Liu Wenchao Inventor after: Qiao Qiyun Inventor after: Cao Wanlin Inventor after: Zhang Jianwei Inventor after: Dong Hongying Inventor before: Qiao Qiyun Inventor before: Liu Wenchao Inventor before: Cao Wanlin Inventor before: Zhang Jianwei Inventor before: Dong Hongying |
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Granted publication date: 20190517 |