CN103343621A - Bamboo column mode assembling structure and bamboo column assembling method - Google Patents

Bamboo column mode assembling structure and bamboo column assembling method Download PDF

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Publication number
CN103343621A
CN103343621A CN2013102300612A CN201310230061A CN103343621A CN 103343621 A CN103343621 A CN 103343621A CN 2013102300612 A CN2013102300612 A CN 2013102300612A CN 201310230061 A CN201310230061 A CN 201310230061A CN 103343621 A CN103343621 A CN 103343621A
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China
Prior art keywords
column
column template
mould assembly
assembly structure
bamboo matter
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CN2013102300612A
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CN103343621B (en
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杨益铨
黄跃森
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FUJIAN ERJIAN CONSTRUCTION GROUP Corp
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FUJIAN ERJIAN CONSTRUCTION GROUP Corp
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Priority to CN201310230061.2A priority Critical patent/CN103343621B/en
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Abstract

The invention relates to a bamboo column mode assembling structure and a bamboo column assembling method. The bamboo column mode assembling structure is characterized by comprising a column template arranged on the periphery of a square column to be cast and formed, and a plurality of sets of column hoops in the same section position are arranged on the periphery of the column template in a ferruling mode. Each column hoop is formed by vertically inserting and connecting two pieces of U steel in a penetrating mode, wherein the opening distances of the two pieces of U steel are different. Groove bottoms of the two end portions of the U steel are communicated so as to be connected with a supporting seat and a screw rod at a joint. The supporting seat is composed of a section of angle iron and two pieces of parallel flat iron, wherein the parallel flat iron is welded to the angle iron and vertical to the two surfaces of the angle iron. Through holes for a bolt to penetrate through are formed in the two pieces of parallel flat iron, and a plurality of holes for the bolt to penetrate through are correspondingly formed in the U-shaped surfaces of the two end portions of the U steel. A hole channel for the screw rod to penetrate through is formed in one surface of the angle iron. According to the bamboo column mode assembling structure and the bamboo column assembling method, by directly arranging the column hoops which are in the same section position on the periphery of the column template, square-column beams do not need to be arranged between the column template and the column hoops in a nailed mode, procedures are reduced, time and labor are saved, and ferruling is reliable.

Description

Wood bamboo matter post mould assembly structure and assembly method
Technical field:
The present invention relates to wooden bamboo matter post mould assembly structure and assembly method in a kind of building.
Background technology:
In building trade, the assembling of post mould needs first amalgamation panel, at the peripheral nail of fitting of panel X1 a tree, used in making timber for boats beam X2 is arranged, meet horizontal longeron X3, X4 at the peripheral hoop of a tree, used in making timber for boats beam then, horizontal longeron is positioned on the Different Plane, the steel bar rod X5 locking (as shown in Figure 1) by connecting relatively of two crossbeams or two longerons, because hoop connects horizontal longeron hoop not in the same plane and connects, thereby need extra increasing that Fang Liang is arranged, increase operation, taken time and effort, adopted steel bar rod in addition, because it crosses over distance greatly, the hoop relay is not enough, and quick-fried mould phenomenon takes place easily.
Summary of the invention:
The object of the present invention is to provide a kind of wooden bamboo matter post mould assembly structure and method, this wood bamboo matter post mould assembly structure and method are reasonable in design, are conducive to realize simply, quickly the assembling of post mould.
The present invention's wood bamboo matter post mould assembly structure, it is characterized in that: comprise being located at and wait to build the column template that forms square column periphery, described column template is placed hoop outward and is provided with some groups at the tie of same sectional position, described tie was connected and composed by vertical interting of the different U-shaped steel in twos of U-shaped extended distance, described U-shaped steel both ends bottom land connects in order to connect supporting seat and screw rod in the junction, described supporting seat by one section angle bar be welded on angle bar on its two angle bar face all vertical two parallel band irons constitute, be provided with the through hole that wears in order to latch at two parallel band irons, correspondence is provided with several holes that wear in order to latch on the U-shaped face of described U-shaped steel both ends, is provided with the duct that wears in order to screw rod at angle bar one angle bar face.
Above-mentioned U-shaped steel bottom surface is provided with the gripper shoe that contacts with column template to increase contact surface.
Above-mentioned every lateral column template upper support has two hounds.
One end of above-mentioned two hounds is hinged on respectively on the hole at U-shaped steel two ends, and the other end of two hounds is hinged on the support seat jointly.
Above-mentioned hound is scalable adjusting rod.
Above-mentioned support seat is made of with the parallel riser that is welded on the square plate both sides a square plate, is equipped with the support axle hinged with hound between the described two parallel risers, offers bar hole on the described square plate, passes in order to being embedded in ground U-shaped reinforcing bar in advance.
Be equipped with between the above-mentioned two parallel risers one or two can be hinged with hound the support axle.
Above-mentioned column template is the veneer that is formed by the multi-layered sheet gummed.
Above-mentioned column template is to strain the sheet material that forms by row's fine bamboo strip splicing and with steel wire.
A kind of wooden bamboo matter post mould assembly method of the present invention, it is characterized in that: the column template amalgamation is formed inner chamber and waits to build the shape that square column matches, and establish the some groups of ties that are positioned at same sectional position at the peripheral hoop of column template, the different vertically interspersed setting of U-shaped steel of U-shaped extended distance in twos earlier when hoop is established tie, then supporting seat is nested with in the U-shaped opening and interspersed latch, then in two supporting seats, wear screw rod and use nut check, the connection of U-shaped steel on four angles of column template all as mentioned above, then at hinged two hounds in four U-shaped steel of one group of tie two ends, the two hound other ends are hinged on the support axle of support seat, the support cover for seat is gone into to be embedded in advance on the U-shaped reinforcing bar on ground, use the timber wedge wedging.
The present invention wood bamboo matter post mould assembly structure is by establishing the some groups of ties that are positioned at same sectional position at the peripheral directly hoop of column template, thereby need not that nail is provided with Fang Liang between column template and tie, reduced operation, and is time saving and energy saving, and hoop connect firm.
Description of drawings:
Fig. 1 is existing column template location structure schematic diagram;
Fig. 2 is D structure schematic diagram of the present invention;
Fig. 3 is the schematic cross-sectional view of Fig. 2;
Fig. 4 is the organigram of U-shaped steel;
The front view of Fig. 5 supporting seat;
Fig. 6 is the vertical view of Fig. 5;
Fig. 7 is the D structure schematic diagram of support seat;
Fig. 8 is the use state organigram of support seat;
Fig. 9 is the structural representation of post mode cross section die cavity positioner;
Figure 10 is that post mode cross section die cavity positioner uses the status architecture schematic diagram;
Figure 11 is the organigram of post mode cross section die cavity positioner telescopic adjuster;
Figure 12 is the organigram that post mode cross section die cavity positioner connects joint;
Figure 13 is the organigram of the square splicing sleeve of post mode cross section die cavity positioner;
Figure 14 is the left view of Figure 13;
Figure 15 is L type angularpitch of the present invention, telescopic adjuster, square splicing sleeve and the connection organigram that is connected joint;
Figure 16 is the organigram of veneer;
Figure 17 is the organigram of the sheet material that is spliced of the thin bamboo batten of a row;
Figure 18 is the upward view of Figure 17.
The specific embodiment:
The present invention's wood bamboo matter post mould assembly structure, comprise being located at and wait to build the column template 1 that forms square column periphery, the described column template 1 outer hoop of placing is provided with some groups at the tie 2 of same sectional position, described tie 2 is by different U-shaped steel 3 vertical interspersed the connecting and composing in twos of U-shaped extended distance, described U-shaped steel both ends bottom land connects in order to connect supporting seat 4 and screw rod 5 in the junction, described supporting seat 4 by one section angle bar 401 be welded on angle bar on its two angle bar face all vertical two parallel band irons 402 constitute, be provided with the through hole 403 that wears in order to latch at two parallel band irons 402, correspondence is provided with several holes 301 that wear in order to latch on the U-shaped face of described U-shaped steel both ends, is provided with the duct 404 that wears in order to screw rod at angle bar one angle bar face.
For reasonable in design, above-mentioned U-shaped steel bottom surface is provided with the gripper shoe 302 that contacts with column template 1 to increase contact surface.
In order to be conducive to support, above-mentioned every lateral column template 1 upper support has two hounds 6.One end of above-mentioned two hounds 6 is hinged on respectively on the hole 301 at U-shaped steel two ends, and the other end of two hounds is hinged on the support seat 7 jointly.
For the ease of regulating, above-mentioned hound 6 is scalable adjusting rod.
For reasonable in design, above-mentioned support seat 7 is made of with the parallel riser 702 that is welded on the square plate both sides a square plate 701, be equipped with the support axle 703 hinged with hound 6 between the described two parallel risers, offer bar hole 704 on the described square plate, pass in order to being embedded in ground U-shaped reinforcing bar 8 in advance.
For the location of column template before installing tie 2, need erection column mode cross section die cavity positioner on column template top, comprise the L type angularpitch 9 that is located at four corner locations and be located at the telescopic adjuster 10 of adjustable-length between the two L type angularpitch.
For reasonable in design, above-mentioned telescopic adjuster 10 includes pipe 1001 and is located at the wallboard 1002 that the pipe two ends have screwed hole, and be located in two wallboard screwed holes interior screw rod 1003 and the connection square tube 1004 that is connected with screw rod respectively, be connected to square splicing sleeve 11 by pin bushing between described connection square tube 1004 and the L type angularpitch 9.
For better firm location, also be serially connected with between the above-mentioned two L type angularpitch 9 to connect and save 13, described connection joint 13 is a box section 1301 and an angle steel 1302 that is welded on the box section side, so that angle steel 1302 forms the groove 14 that fastens template with box section 1301.
For reasonable in design, the box section 1301 of above-mentioned connection joint is fixed by square splicing sleeve 11 and latch serial connection with the square tube 1004 that is connected of telescopic adjuster.
Firm in order to connect, above-mentioned L type angularpitch 9 is vertically welded by two box sections and forms, and is welded with set square in the junction.
When post of the present invention mode cross section die cavity positioner uses, this device is arranged on the extreme higher position of column template 1, one by one the template of each face is leaned against post mode cross section die cavity positioner lateral location then, this moment, each template namely formed the size of regulation, also can pass through in addition to regulate the length of telescopic adjuster to be fit to different column templates, the accurate installation location of namely having realized the post mould by this device, and it is convenient and swift that positioning action is installed.
In order to be conducive to the support of a plurality of orientation column template, be equipped with between the above-mentioned two parallel risers one or two can be hinged with hound the support axle.
The template that adopts can be the veneer (as shown in Figure 9) that is formed by multi-layered sheet 101 gummeds, also can be the sheet material (shown in Figure 10,11) that is spliced by row's fine bamboo strip or pin chips 102.The sheet material that adopts veneer or be spliced by row's fine bamboo strip, pin chips can strengthen the support strength of sheet material as template.
Be provided with the platform 15 in order to constructor's cement injection slurry on square column top.
A kind of wooden bamboo matter post mould assembly method of the present invention, the column template amalgamation forms inner chamber and waits to build the shape that square column matches, and establish the some groups of ties that are positioned at same sectional position at the peripheral hoop of column template, the different vertically interspersed setting of U-shaped steel of U-shaped extended distance in twos earlier when hoop is established tie, then supporting seat is nested with in the U-shaped opening and interspersed latch, then in two supporting seats, wear screw rod and use nut check, the connection of U-shaped steel on four angles of column template all as mentioned above, then at hinged two hounds in four U-shaped steel of one group of tie two ends, the two hound other ends are hinged on the support axle of support seat, the support cover for seat is gone into to be embedded in advance on the U-shaped reinforcing bar on ground, with timber wedge 9 wedgings.
The present invention wood bamboo matter post mould assembly structure is by establishing the some groups of ties that are positioned at same sectional position at the peripheral directly hoop of column template, thereby need not that nail is provided with Fang Liang between column template and tie, reduced operation, and is time saving and energy saving, and hoop connect firm.
The above only is preferred embodiment of the present invention, and all equalizations of doing according to the present patent application claim change and modify, and all should belong to covering scope of the present invention.

Claims (10)

1. wooden bamboo matter post mould assembly structure, it is characterized in that: comprise being located at and wait to build the column template that forms square column periphery, described column template is placed hoop outward and is provided with some groups at the tie of same sectional position, described tie was connected and composed by vertical interting of the different U-shaped steel in twos of U-shaped extended distance, described U-shaped steel both ends bottom land connects in order to connect supporting seat and screw rod in the junction, described supporting seat by one section angle bar be welded on angle bar on its two angle bar face all vertical two parallel band irons constitute, be provided with the through hole that wears in order to latch at two parallel band irons, correspondence is provided with several holes that wear in order to latch on the U-shaped face of described U-shaped steel both ends, is provided with the duct that wears in order to screw rod at angle bar one angle bar face.
2. wooden bamboo matter post mould assembly structure according to claim 1 is characterized in that: described U-shaped steel bottom surface is provided with the gripper shoe that contacts with column template to increase contact surface.
3. wooden bamboo matter post mould assembly structure according to claim 1 and 2, it is characterized in that: described every lateral column template upper support has two hounds.
4. wooden bamboo matter post mould assembly structure according to claim 3, it is characterized in that: an end of described two hounds is hinged on respectively on the hole at U-shaped steel two ends, and the other end of two hounds is hinged on the support seat jointly.
5. wooden bamboo matter post mould assembly structure according to claim 4, it is characterized in that: described hound is scalable adjusting rod.
6. wooden bamboo matter post mould assembly structure according to claim 4, it is characterized in that: described support seat is made of with the parallel riser that is welded on the square plate both sides a square plate, be equipped with the support axle hinged with hound between the described two parallel risers, offer bar hole on the described square plate, pass in order to being embedded in ground U-shaped reinforcing bar in advance.
7. wooden bamboo matter post mould assembly structure according to claim 6 is characterized in that: be equipped with between the described two parallel risers one or two can be hinged with hound the support axle.
8. wooden bamboo matter post mould assembly structure according to claim 7 is characterized in that: described column template is the veneer that is formed by the multi-layered sheet gummed.
9. wooden bamboo matter post mould assembly structure according to claim 7 is characterized in that: described column template is by the thin bamboo batten splicing of a row and the sheet material that forms with the steel wire tension.
10. wooden bamboo matter post mould assembly method, it is characterized in that: the column template amalgamation is formed inner chamber and waits to build the shape that square column matches, and establish the some groups of ties that are positioned at same sectional position at the peripheral hoop of column template, the different vertically interspersed setting of U-shaped steel of U-shaped extended distance in twos earlier when hoop is established tie, then supporting seat is nested with in the U-shaped opening and interspersed latch, then in two supporting seats, wear screw rod and use nut check, the connection of U-shaped steel on four angles of column template all as mentioned above, then at hinged two hounds in four U-shaped steel of one group of tie two ends, the two hound other ends are hinged on the support axle of support seat, the support cover for seat is gone into to be embedded in advance on the U-shaped reinforcing bar on ground, use the timber wedge wedging.
CN201310230061.2A 2013-06-09 2013-06-09 Wood bamboo matter post mould assembly structure and assembly method Active CN103343621B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190977A (en) * 2016-03-14 2017-09-22 中建四局第建筑工程有限公司 A kind of concrete column tie ruggedized construction and and preparation method thereof
CN108518061A (en) * 2018-06-15 2018-09-11 临沂东仕达进出口有限公司 A kind of column mould adjustable column hoop component

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2381148A1 (en) * 1977-02-21 1978-09-15 Int Building Equip Shuttering for rectangular section concrete columns - uses four L-shaped panels with oblique ties extending through external corner overlaps
JPH07317317A (en) * 1994-05-27 1995-12-05 Nippon Kasetsu Kk Slide type non-separation converted pillar formword
CN201943347U (en) * 2011-02-23 2011-08-24 陕西建工集团第五建筑工程有限公司 Mounting structure for plastic formwork of frame column
CN203361637U (en) * 2013-06-09 2013-12-25 福建省二建建设集团有限公司 Assembly structure for wood-bamboo column formwork

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2381148A1 (en) * 1977-02-21 1978-09-15 Int Building Equip Shuttering for rectangular section concrete columns - uses four L-shaped panels with oblique ties extending through external corner overlaps
JPH07317317A (en) * 1994-05-27 1995-12-05 Nippon Kasetsu Kk Slide type non-separation converted pillar formword
CN201943347U (en) * 2011-02-23 2011-08-24 陕西建工集团第五建筑工程有限公司 Mounting structure for plastic formwork of frame column
CN203361637U (en) * 2013-06-09 2013-12-25 福建省二建建设集团有限公司 Assembly structure for wood-bamboo column formwork

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190977A (en) * 2016-03-14 2017-09-22 中建四局第建筑工程有限公司 A kind of concrete column tie ruggedized construction and and preparation method thereof
CN108518061A (en) * 2018-06-15 2018-09-11 临沂东仕达进出口有限公司 A kind of column mould adjustable column hoop component

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