CN103061455A - Rectangular column comprising small round timbers connected by bamboo nails and reinforcing steel bar hidden in core and manufacturing method - Google Patents
Rectangular column comprising small round timbers connected by bamboo nails and reinforcing steel bar hidden in core and manufacturing method Download PDFInfo
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- CN103061455A CN103061455A CN2012105877769A CN201210587776A CN103061455A CN 103061455 A CN103061455 A CN 103061455A CN 2012105877769 A CN2012105877769 A CN 2012105877769A CN 201210587776 A CN201210587776 A CN 201210587776A CN 103061455 A CN103061455 A CN 103061455A
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Abstract
The invention discloses a rectangular column comprising small round timbers connected by bamboo nails and a reinforcing steel bar hidden in a core, and a manufacturing method, and belongs to the technical field of architectural engineering. A section of the rectangular column is rectangular, the small round timbers are fixed together through transversal and longitudinal arrangement of the bamboo nails (2) to form a wooden column combined by a plurality of small round timbers (1), a layer of composite board (4) is applied on the external surface of the wooden column, slope toes are formed by the composite board (4) in the corner junction parts, joints are glued and sealed by glue, antirust nails (5) are hammered into the outside of the composite board (4) so that the composite board (4) is fixed on the outside, and a limit reinforcing steel bar (3) is placed in the hole core among the small round timbers (1). According to the invention, different woods are utilized according to characteristics, small woods are thoroughly used, and inferior woods are excellently used, so that the rate of multipurpose utilization and the additional values of small dimension woods are improved, the waste of wood resources is reduced, the reasonable utilization of the small dimension woods in the aspect of architectural structures is increased, and the functions of energy dissipation, shock absorption, shock isolation and shock resistance are achieved; therefore, the rectangular column can be applied to large buildings in villages and towns.
Description
Technical field
The present invention is that a kind of bamboo nail connects rod core Tibetan limit steel bar rectangular column and the practice, and bamboo nail connection rod core Tibetan limit steel bar rectangular column that belongs to a kind of novel practical, has function of shock insulation, takes full advantage of forest tree resource and be applicable to the villages and small towns building and preparation method thereof belongs to building engineering field.
Background technology
Significant change has occured in China's Timber stands age of tree structure and nearly mature forest footpath level structure: young growth area and accumulate proportion and constantly increase in the Timber stands, and nearly mature forest area and accumulate more on a declining curvely than weight average, and age of stand structure is towards becoming younger development; The small dimension wood ratio obviously increases, and large footpath material and especially big footpath material ratio are then descending.This variation is indicating that also traditional timber production must be from turning to a large amount of small dimension woods take the large footpath of wildwood material as the master.
Rod is not fully utilized because footpath level is little, cheap, material is unstable, collect the shortcomings such as cost of transportation is higher, even is taken as refuse and abandons.Along with the fast development of society, people recognize the rapid minimizing of global resources amount, have begun the application of rod is studied.More existing rods are used to be made into the plate core, circuit board of core-board etc., but utilization rate is low, and cost of production is higher, and research has important practical significance and vast potential for future development with the wooden structure of high strength that the exploitation of inferior grade rod is used for building.
Bamboo nail connects the rod core and hides the limit steel bar rectangular column rod is carried out comprehensive study and the exploitation that compound, restructuring and product surface are processed, preserve to greatest extent the timber primary characteristic, the value of reduction green product itself, accomplish that really suitable tree is applicable, the large usefulness of small wood, the excellent usefulness of bad material, comprehensive utilization ratio and the added value of raising small dimension wood.Therefore, exploitation is fit to the small dimension wood building structure of China's national situation, has important economy and society and is worth.
Summary of the invention
The object of the present invention is to provide a kind of bamboo nail with advantages such as function of shock insulation, energy-conserving and environment-protective, simple structure, cheap, easy constructions to connect the rod core and hide limit steel bar rectangular column and the practice.Technical problem to be solved is to reduce the waste of forest tree resource, increases the reasonable utilization of small dimension wood aspect building structure, improves little, the problems such as the material defective is many, poor mechanical property of traditional small dimension wood footpath level.The present invention has inherited the advantage of Traditional Wood structure and has had the unexistent isolation measure of Traditional Wood structure, can reach the purpose of energy-dissipating and shock-absorbing, shock insulation antidetonation, a kind of novel method of utilizing construction waste producing wood rectangular column is provided, can be applied in the vast villages and small towns building.
The technical solution used in the present invention is as follows:
Bamboo nail connects the rod core and hides the limit steel bar rectangular column, mainly comprises rod 1, bamboo nail 2, limit steel bar 3, composite board 4, anti-Rusty Nail 5.The cross section of post is rectangular, by bamboo nail 2 lateral arrangement with vertically arrange rod 1 is fixed together and form the pin that is combined by many rods 1, then apply one deck composite board 4 at the pin external surface, composite board 4 is made toe in the junction, turning, seam is closed with rubber seal, and anti-Rusty Nail 5 is squeezed in composite board 4 outsides, makes composite board 4 be fixed in the outside, put into limit steel bar 3 among the Kong Xin that between many rods 1, forms, form bamboo nail and connect rod core band limit steel bar rectangular column.
Described rod 1 for diameter be 60mm～160mm and through the peeling, dry aftershaping timber.Making diameter on the rod 1 is the circular duct of 8-10mm.
Described bamboo nail 2 is made by bamboo wood, and the cross section is circular, the diameter of the slightly larger in diameter of bamboo nail reserving hole channel on rod 1, and the length of bamboo nail is two times or three times of rod 1 diameter.
Described limit steel bar 3 is not less than 20 HRB335 grade reinforcing steel for diameter.
Described composite board 4 is made toe in the junction, turning, and seam sticks with glue the knot sealing.
Described anti-Rusty Nail 5 is the special-purpose anti-Rusty Nail of timber.
Described bamboo nail connects the practice that the rod core is hidden the limit steel bar rectangular column, and it comprises the steps:
A makes rod 1, makes the duct layer along rod 1 length direction, adjacent duct interlamellar spacing 200mm, it is horizontal and vertical that every layer of duct is divided into, laterally duct and longitudinal holes spacing 50mm, right-angled intersection layout, the duct is circular duct, and diameter is 8～10mm, and length is rod 1 diameter length;
B makes bamboo nail 2, and the diameter of bamboo nail 2 is greater than 1～2mm of reserving hole channel diameter on the rod 1, and length is two times or three times of rod 1 diameter;
C is grouped together many rods 1, and bamboo nail 2 is penetrated the duct of reservation, and four or six roots of sensation rod 1 are connected and fixed, and forms the combination pin;
D is fixed in the outside of coupled column with composite board 4, in composite board 4 and rod 1 contact position, squeezes into anti-Rusty Nail 5, and the seam of composite board 4 in the junction, turning sticks with glue the knot sealing;
E inserts limit steel bar 3 by among the Kong Xin that forms between the many rods 1, and one section reinforcing bar is respectively reserved on post foundation top, is convenient to be connected with the basic beam of being connected with post and plays the effect of spacing, shock insulation, damping;
The present invention can obtain following beneficial effect:
The present invention can reduce the waste of forest tree resource, increases the reasonable utilization of small dimension wood aspect building structure, improves little, the problems such as the material defective is many, poor mechanical property of traditional small dimension wood footpath level.Inherit the advantage of Traditional Wood structure and had the unexistent isolation measure of Traditional Wood structure, can reach the purpose of shock insulation antidetonation, bamboo nail connects rod gets the maximum use resource, reduced the waste of resource, reduced the output of building waste, manufacture craft is simple, easy construction, and the rural house that is applicable to rod place of production periphery is built.
Description of drawings
Fig. 1 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column schematic perspective view among the embodiment 1;
Fig. 2 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column generalized section among the embodiment 1;
Fig. 3 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column schematic internal view among the embodiment 1;
Fig. 4 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column overall schematic among the embodiment 1;
Fig. 5 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column schematic perspective view among the embodiment 2;
Fig. 6 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column generalized section among the embodiment 2;
Fig. 7 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column partial schematic diagram among the embodiment 2;
Fig. 8 is that bamboo nail connects rod core Tibetan limit steel bar rectangular column schematic internal view among the embodiment 2;
Among the figure: the 1-rod; The 2-bamboo nail; The 3-limit steel bar; The 4-composite board; 5-prevents the Rusty Nail;
The specific embodiment:
Be described further for the present invention below in conjunction with the drawings and specific embodiments.
Embodiment 1:
As shown in Figure 1 to Figure 3, bamboo nail connects the rod core and hides the limit steel bar rectangular column, mainly comprises rod 1, bamboo nail 2, limit steel bar 3, composite board 4, anti-Rusty Nail 5.By bamboo nail 2 lateral arrangement with vertically arrange rod 1 is fixed together and form the pin that is combined by many rods 1, then apply one deck composite board 4 at the pin external surface, composite board 4 is made toe in the junction, turning, seam sticks with glue the knot sealing, anti-Rusty Nail 5 is squeezed in composite board 4 outsides, make composite board 4 be fixed in the outside, put into limit steel bar 3 among the last Kong Xin that between many rods 1, forms, form bamboo nail and connect rod core band limit steel bar rectangular column.
Described rod 1 for diameter be 60mm～160mm and through the peeling, dry aftershaping timber.Making diameter on the rod 1 is the circular duct of 8～10mm.
Described bamboo nail 2 is made by bamboo wood, and the cross section is circular, the diameter of the slightly larger in diameter of bamboo nail reserving hole channel on rod 1, and the length of bamboo nail is two times or three times of rod 1 diameter.
Described limit steel bar 3 is not less than 20 HRB335 grade reinforcing steel for diameter.
Described composite board 4 is made toe in the junction, turning, and seam sticks with glue the knot sealing.
Described anti-Rusty Nail 5 is the special-purpose anti-Rusty Nail of timber.
Described bamboo nail connects the practice that the rod core is hidden the limit steel bar rectangular column, and it comprises the steps:
A makes rod 1, make the multilayer duct along rod 1 length direction, adjacent duct interlamellar spacing 200mm, every layer of duct is divided into horizontal and vertical, horizontal duct and longitudinal holes spacing 50mm, right-angled intersection arranges that the duct is circular duct, diameter is 8～10mm, and length is rod 1 diameter length;
B makes bamboo nail 2, and the diameter of bamboo nail 2 is greater than 1～2mm of reserving hole channel diameter on the rod 1, and length is two times or three times of rod 1 diameter;
C is grouped together many rods 1, and bamboo nail 2 is penetrated the duct of reservation, and four or six roots of sensation rod 1 are connected and fixed, and forms the combination pin;
D is fixed in the outside of coupled column with composite board 4, in composite board 4 and rod 1 contact position, squeezes into anti-Rusty Nail 5, and composite board 4 seals with glass cement in the seam of turning handing-over.
E inserts limit steel bar 3 by among the Kong Xin that forms between the many rods 1, and one section reinforcing bar is respectively reserved on post foundation top, is convenient to be connected with the basic beam of being connected with post and plays the effect of spacing, shock insulation, damping;
The radical of rod 1 is 4 in the present embodiment.
Embodiment 2:
Structure is similar with the practice among embodiment 2 and the embodiment 2, and the main distinction is employing six roots of sensation rod 1 in the embodiment two.
More than be two exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (7)
1. bamboo nail connects rod core Tibetan limit steel bar rectangular column, mainly is made of rod (1), bamboo nail (2), limit steel bar (3), composite board (4), anti-Rusty Nail (5); It is characterized in that: the cross section of described rectangular column is rectangular, by bamboo nail (2) lateral arrangement with vertically arrange rod (1) is fixed together and form the pin that is combined by many rods (1), then apply one deck composite board (4) at the pin external surface, composite board (4) is made toe in the junction, turning, seam sticks with glue the knot sealing, anti-Rusty Nail (5) is squeezed in composite board (4) outside, make composite board (4) be fixed in the outside, put into limit steel bar (3) among the Kong Xin that between many rods (1), forms, form bamboo nail and connect rod core band limit steel bar rectangular column.
2. bamboo nail according to claim 1 connects the rod core and hides the limit steel bar rectangular column, it is characterized in that: rod (1) for diameter be 60mm～160mm and through remove the peel, the timber of dry aftershaping.Making diameter on the rod (1) is the circular duct of 8～10mm.
3. bamboo nail according to claim 1 connects rod core Tibetan limit steel bar rectangular column, it is characterized in that: bamboo nail (2) is made by bamboo wood, the cross section is circular, the slightly larger in diameter of bamboo nail is in the diameter of the upper reserving hole channel of rod (1), and the length of bamboo nail is two times or three times of rod (1) diameter.
4. bamboo nail according to claim 1 connects rod core Tibetan limit steel bar rectangular column, and it is characterized in that: limit steel bar (3) is not less than 20 HRB335 grade reinforcing steel for diameter.
5. bamboo nail according to claim 1 connects rod core Tibetan limit steel bar rectangular column, and it is characterized in that: composite board (4) is made toe in the junction, turning, and seam sticks with glue the knot sealing.
6. bamboo nail according to claim 1 connects rod core Tibetan limit steel bar rectangular column, it is characterized in that: anti-Rusty Nail (5) is the special-purpose anti-Rusty Nail of timber.
7. bamboo nail according to claim 1 connects rod core Tibetan limit steel bar rectangular column, and it is characterized in that: bamboo nail connects the practice that the rod core is hidden the limit steel bar rectangular column, and it comprises the steps:
A makes rod (1), make the duct layer along rod (1) length direction, adjacent duct interlamellar spacing 200mm, every layer of duct is divided into horizontal and vertical, horizontal duct and longitudinal holes spacing 50mm, right-angled intersection arranges that the duct is circular duct, diameter is 8～10mm, and length is rod (1) diameter length;
B makes bamboo nail (2), and the diameter of bamboo nail (2) is greater than 1～2mm of the upper reserving hole channel diameter of rod (1), and length is two times or three times of rod (1) diameter;
C is grouped together many rods (1), and bamboo nail (2) is penetrated the duct of reservation, and four or six roots of sensation rod (1) are connected and fixed, and forms the combination pin;
D is fixed in the outside of coupled column with composite board (4), in composite board (4) and rod (1) contact position, squeezes into anti-Rusty Nail (5), and the seam of composite board (4) in the junction, turning sticks with glue the knot sealing;
E inserts limit steel bar (3) by among the Kong Xin that forms between the many rods (1), and one section reinforcing bar is respectively reserved on post foundation top, is convenient to be connected with the basic beam of being connected with post and plays the effect of spacing, shock insulation, damping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210587776.9A CN103061455B (en) | 2012-12-30 | 2012-12-30 | Bamboo nail connects rod core and hides limit steel bar rectangular column and the practice |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210587776.9A CN103061455B (en) | 2012-12-30 | 2012-12-30 | Bamboo nail connects rod core and hides limit steel bar rectangular column and the practice |
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| Publication Number | Publication Date |
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| CN103061455A true CN103061455A (en) | 2013-04-24 |
| CN103061455B CN103061455B (en) | 2015-11-04 |
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| CN201210587776.9A Expired - Fee Related CN103061455B (en) | 2012-12-30 | 2012-12-30 | Bamboo nail connects rod core and hides limit steel bar rectangular column and the practice |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN103967216A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | L-shaped section light steel-small diameter wood combined bearing column and manufacturing method thereof |
| CN103967215A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | King tower combining cross section-circular light steel, minor-diameter wood and carbon fiber and manufacturing method thereof |
| CN103967217A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | T-shaped section light steel-small diameter wood combined bearing column and manufacturing method thereof |
| CN106401070A (en) * | 2016-10-28 | 2017-02-15 | 哈尔滨工业大学 | Reinforced wood post internally provided with longitudinal steel bars and manufacture method thereof |
| CN108115796A (en) * | 2017-12-27 | 2018-06-05 | 福建农林大学 | A kind of processing method of bamboo cylinder construction material |
| CN110344539A (en) * | 2018-11-30 | 2019-10-18 | 内蒙古工业大学 | A kind of concrete filled steel tube energy consumption coupled column and preparation method thereof |
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| JPH10338991A (en) * | 1997-06-05 | 1998-12-22 | Seiji Hosokawa | Structural material for wooden building |
| JPH11179709A (en) * | 1997-12-24 | 1999-07-06 | Mokushitsu Fukugou Zairyo Gijutsu Kenkyu Kumiai | Pillar for cladding |
| JP2000213103A (en) * | 1998-10-23 | 2000-08-02 | Nippon Zeon Co Ltd | Imitation timber |
| JP2001054904A (en) * | 1999-08-18 | 2001-02-27 | Kichinosuke Nagashio | Production of square timber |
| JP2011140219A (en) * | 2009-12-09 | 2011-07-21 | Iwasakigumi:Kk | Square timber for column, beam, bedsill and external structure by bonded wood |
| JP2012052330A (en) * | 2010-09-01 | 2012-03-15 | Mitsui Home Co Ltd | Wooden fireproof structure |
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0788812A (en) * | 1993-09-21 | 1995-04-04 | Misawa Homes Co Ltd | Laminated lumber and manufacture thereof |
| JPH10338991A (en) * | 1997-06-05 | 1998-12-22 | Seiji Hosokawa | Structural material for wooden building |
| JPH11179709A (en) * | 1997-12-24 | 1999-07-06 | Mokushitsu Fukugou Zairyo Gijutsu Kenkyu Kumiai | Pillar for cladding |
| JP2000213103A (en) * | 1998-10-23 | 2000-08-02 | Nippon Zeon Co Ltd | Imitation timber |
| JP2001054904A (en) * | 1999-08-18 | 2001-02-27 | Kichinosuke Nagashio | Production of square timber |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN103967216A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | L-shaped section light steel-small diameter wood combined bearing column and manufacturing method thereof |
| CN103967215A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | King tower combining cross section-circular light steel, minor-diameter wood and carbon fiber and manufacturing method thereof |
| CN103967217A (en) * | 2014-04-14 | 2014-08-06 | 北京工业大学 | T-shaped section light steel-small diameter wood combined bearing column and manufacturing 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 |
| CN103967215B (en) * | 2014-04-14 | 2016-10-26 | 北京工业大学 | Light steel-timber with small diameter-carbon fibers the load-bearing pillar of circular cross-section and the practice |
| CN106401070A (en) * | 2016-10-28 | 2017-02-15 | 哈尔滨工业大学 | Reinforced wood post internally provided with longitudinal steel bars and manufacture method thereof |
| CN106401070B (en) * | 2016-10-28 | 2018-09-07 | 哈尔滨工业大学 | Longitudinal reinforcement reinforces pin and preparation method thereof built in a kind of |
| CN108115796A (en) * | 2017-12-27 | 2018-06-05 | 福建农林大学 | A kind of processing method of bamboo cylinder construction material |
| CN110344539A (en) * | 2018-11-30 | 2019-10-18 | 内蒙古工业大学 | A kind of concrete filled steel tube energy consumption coupled column and preparation method thereof |
| 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 |
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