CN103334586B - Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method - Google Patents
Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method Download PDFInfo
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- CN103334586B CN103334586B CN201310230110.2A CN201310230110A CN103334586B CN 103334586 B CN103334586 B CN 103334586B CN 201310230110 A CN201310230110 A CN 201310230110A CN 103334586 B CN103334586 B CN 103334586B
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Abstract
The invention relates to a wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method. The wood or bamboo template beam-column joint and crossing-beam joint supporting structure is characterized by comprises a column template arranged at the periphery of a square column, wherein vertically crossed column hoops are arranged in the same cross section, at the periphery of the column template and at a position below primary and secondary beams, and a vertical brace is arranged between each column hoop and the column template, so that the tightening force of the column hoop, which acts on the column template below the primary and secondary beams, can be transmitted to the junction part of the primary and secondary beams at the periphery of the column template. According to the wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method, the column template is tightly banded through the vertical braces and the column hoops, so that reinforcing steel bars are not required to be inserted in the column template, the installation and positioning of the column template is allowed to be simple and convenient, time and labor are saved, and the installation is firm.
Description
technical field:
The present invention relates to wooden bamboo matter Form beam column joint and friendship beam splice braced structures and method in a kind of building.
background technology:
In building trade, namely column beam joint is positioned at the side that column is connected with primary-secondary beam, beam splice is handed over namely to be positioned at the junction of primary-secondary beam, those sides existing are when making template, need to adopt reinforcing bar to wear fixing in two relative template position, this kind of locate mode needs repeatedly to align template, makes Template Location loaded down with trivial details, consuming time, effort, and location is not firm.
summary of the invention:
The object of the present invention is to provide a kind of wooden bamboo matter Form beam column joint and hand over beam splice braced structures and method, this wooden bamboo matter Form beam column joint is reasonable with friendship beam splice support structure designs, be conducive to realizing column beam joint simply, easily and handing over beam splice model sheetinstallat, positioning stablity is firm.
The present invention's wood bamboo matter Form beam column joint and friendship beam splice braced structures, it is characterized in that: comprise the column template being located at square column periphery, described column template is peripheral and the same sectional position hoop be positioned at below primary-secondary beam is provided with the tie intersected vertically, be provided with perpendicular support between described tie and template, the column template that can be delivered to primary-secondary beam junction with the hoop power making tie impose on column template below primary-secondary beam is peripheral.
Above-mentioned perpendicular support includes montant and crosses at several the horizontal quarter butts on montant.
The contact surface of above-mentioned horizontal quarter butt and montant and column template at grade.
Above-mentioned perpendicular support includes the vertical angle steel that arranges and vertical interlaced and the band iron be horizontally set with on angle steel two surface is formed.
Above-mentioned band iron is perpendicular to the contact surface with column template, and the contact surface of angle steel and band iron and column template at grade.
Triangular support plate is provided with between above-mentioned band iron and angle steel.
Above-mentioned tie connects and composes by the U-shaped between two steel that U-shaped extended distance is different are vertically interspersed, described U-shaped steel both ends bottom land is through in order at junction connecting support seat and stud, described supporting seat by one section of angle steel be welded on two parallel band irons all vertical with its two angle steel face on angle steel and form, the through hole worn in order to latch is provided with at two parallel band irons, on U-shaped face, described U-shaped steel both ends, correspondence is provided with several holes worn in order to latch, and angle steel one angle steel face is provided with the duct worn in order to stud.
Above-mentioned U-shaped steel bottom surface is provided with the gripper shoe that contacts with column template to increase contact surface.
Above-mentioned primary and secondary beam sides is provided with primary and secondary beam shuttering, described primary and secondary soffit is provided with primary and secondary beam bottom mother plate, crossbeam has been horizontally set with below described girder soffit formwork, L-type tripod is provided with between described beam surface upper and girder side, between described crossbeam and the lower lateral frame of L-type tripod, lock is provided with pintle hook lock, described girder shuttering and secondary beam shuttering junction are provided with angle steel, and the staking of described L-type tripod is pressed against to be located on the angle steel face of girder side.
Above-mentioned L-type tripod is welded by lower lateral frame and staking and forms, between L-type tripod and staking, be welded with bearing diagonal; The L-type bar that described pintle hook lock includes cross bar and is connected with cross bar two ends, be threaded in the middle part of described cross bar adjusting bolt; Described L-type bar is hinged with cross bar or described L-type bar is threaded with cross bar.
The L-type bar that above-mentioned pintle hook lock includes cross bar and is connected with cross bar two ends, in the middle part of described cross bar, upper erecting is provided with vertical rod, is provided with wedge, to make pintle hook lock and L-type tripod tight joint between described vertical rod lower surface and bottom rail rack upper surface.
Column beam joint of the present invention and friendship beam splice method for supporting, it is characterized in that: according to primary-secondary beam formwork structure design column template structure, install column template, and recline in column template periphery perpendicular support, then column template is peripheral and tie established by the same sectional position hoop be positioned at below primary-secondary beam, hoop is established during tie and is first arranged vertically interspersed for U-shaped steel different for U-shaped extended distance between two, then supporting seat to be nested with in U-shaped opening and to intert latch, then in two supporting seats, wear screw rod and use nut check, the connection of U-shaped steel on column template four angles is all described above, install primary-secondary beam shuttering and primary-secondary beam soffit formwork, at primary-secondary beam junction connecting angle, below girder soffit formwork, be horizontally set with crossbeam, between crossbeam and the lower lateral frame of L-type tripod, lock is provided with pintle hook lock, can fix the template of primary-secondary beam.
The present invention's wood bamboo matter Form beam column joint and hand over beam splice braced structures and method by perpendicular support and tie by column template banding, thus without the need to wearing reinforcing bar between template, make the installation location of column template simple, convenient, time saving and energy saving, and install firm.
accompanying drawing illustrates:
Fig. 1 is main apparent structure schematic diagram of the present invention;
Fig. 2 is the schematic cross-sectional view of Fig. 1;
Fig. 3 is the main apparent structure schematic diagram of the another kind of embodiment of the present invention;
Fig. 4 is the schematic cross-sectional view of Fig. 3;
Fig. 5 is the organigram of perpendicular support;
Fig. 6 is the organigram of the another kind of embodiment of perpendicular support.
Fig. 7 is the A-A sectional drawing of Fig. 3;
Fig. 8 is the front view of U-shaped steel;
Fig. 9 is the organigram of supporting seat;
Figure 10 is the upward view of Fig. 9;
Figure 11 is the organigram of veneer;
Figure 12 is the organigram of the sheet material that the thin bamboo batten of a row is spliced;
Figure 13 is the upward view of Figure 12;
Figure 14 is primary-secondary beam positioning structure for formwork schematic diagram of the present invention;
Figure 15 is the left view of Figure 14;
Figure 16 is the organigram of L-type tripod;
Figure 17 is the organigram of the another kind of embodiment of L-type tripod.
detailed description of the invention:
The present invention's wood bamboo matter Form beam column joint and friendship beam splice braced structures, comprise the column template 1 being located at square column periphery, described column template 1 is peripheral and the same sectional position hoop be positioned at below primary-secondary beam is provided with the tie 2 intersected vertically, be provided with perpendicular support 3 between described tie 2 and template 1, the column template that can be delivered to primary-secondary beam junction with the hoop power making tie impose on column template below primary-secondary beam is peripheral.
In order to reasonable in design, several horizontal quarter butts 302 that above-mentioned perpendicular support 3 includes montant 301 and crosses on montant.
More firm in order to make hoop connect, the contact surface of above-mentioned horizontal quarter butt and montant and column template at grade.
In order to reasonable in design, another kind of embodiment, above-mentioned perpendicular support 3 includes the vertical angle steel 304 that arranges and vertical interlaced and the band iron 305 be horizontally set with on angle steel two surface is formed.
More firm in order to make hoop connect, above-mentioned band iron is perpendicular to the contact surface with column template, and the contact surface of angle steel and band iron and column template at grade.
In order to perpendicular support 3 supports firm, between above-mentioned band iron 305 and angle steel 304, be provided with triangular support plate 306.
More firm in order to make hoop connect, make hoop connect position and be in same level, above-mentioned tie 2 connects and composes by the U-shaped between two steel 201 that U-shaped extended distance is different are vertically interspersed, described U-shaped steel 201 both ends bottom land 202 is through in order at junction connecting support seat 4 and stud 5, described supporting seat 4 by one section of angle steel 401 be welded on two parallel band irons 402 all vertical with its two angle steel face on angle steel and form, the through hole 403 worn in order to latch is provided with at two parallel band irons 402, on U-shaped face, described U-shaped steel both ends, correspondence is provided with several holes 203 worn in order to latch, angle steel one angle steel face is provided with the duct 404 worn in order to stud 5.
In order to increase tightening force, above-mentioned U-shaped steel bottom surface is provided with the gripper shoe 6 that contacts with column template to increase contact surface.
The template adopted can be the veneer (as shown in figure 11) glued together by multi-layered sheet 101, also can be the sheet material (as shown in Figure 12,13) be spliced by row's fine bamboo strip or pin chips 102.The sheet material adopting veneer or be spliced by row's fine bamboo strip, pin chips, as template, can strengthen the support strength of sheet material.
As shown in Figure 14,15, above-mentioned primary and secondary beam sides is provided with primary and secondary beam shuttering 7,8, described primary and secondary soffit is provided with primary and secondary beam bottom mother plate 9,10, crossbeam 11 has been horizontally set with below described girder soffit formwork, L-type tripod 12 is provided with between described crossbeam 11 upper surface and girder side, between described crossbeam 11 and the lower lateral frame 1201 of L-type tripod 12, lock is provided with pintle hook lock 13, described girder shuttering and secondary beam shuttering junction are provided with angle steel 14, and the staking 1202 of described L-type tripod 12 is pressed against to be located on the angle steel face of girder side.What wherein play lateral frame 1201 to adopt is channel-section steel or band iron.
In order to reasonable in design, as shown in figure 16, above-mentioned L-type tripod is welded by lower lateral frame and staking and forms, and is welded with bearing diagonal 1203 between L-type tripod and staking; The L-type bar 1302 that described pintle hook lock 13 includes cross bar 1301 and is connected with cross bar two ends, be threaded in the middle part of described cross bar adjusting bolt 1303; Described L-type bar is hinged with cross bar or described L-type bar is threaded with cross bar.
Another kind of embodiment, as shown in figure 17, the L-type bar 1302 that above-mentioned pintle hook lock 13 includes cross bar 1301 and is connected with cross bar two ends, in the middle part of described cross bar, upper erecting is provided with vertical rod 1304, wedge 15 is provided with, to make pintle hook lock and L-type tripod tight joint between described vertical rod lower surface and bottom rail rack upper surface.
Column beam joint of the present invention and friendship beam splice method for supporting, it is characterized in that: according to primary-secondary beam formwork structure design column template structure, install column template, and recline in column template periphery perpendicular support, then column template is peripheral and tie established by the same sectional position hoop be positioned at below primary-secondary beam, hoop is established during tie and is first arranged vertically interspersed for U-shaped steel different for U-shaped extended distance between two, then supporting seat to be nested with in U-shaped opening and to intert latch, then in two supporting seats, wear screw rod and use nut check, the connection of U-shaped steel on column template four angles is all described above, install primary-secondary beam shuttering and primary-secondary beam soffit formwork, at primary-secondary beam junction connecting angle, below girder soffit formwork, be horizontally set with crossbeam, between crossbeam and the lower lateral frame of L-type tripod, lock is provided with pintle hook lock, can fix the template of primary-secondary beam.
The foregoing is only preferred embodiment of the present invention, all equalizations done according to the present patent application the scope of the claims change and modify, and all should belong to covering scope of the present invention.
Claims (1)
1. a wooden bamboo matter Form beam column joint and friendship beam splice method for supporting, it is characterized in that: described wooden bamboo matter Form beam column joint and friendship beam splice braced structures comprise the column template being located at square column periphery, described column template is peripheral and the same sectional position hoop be positioned at below primary-secondary beam is provided with the tie intersected vertically, perpendicular support is provided with between described tie and template, the column template that can be delivered to primary-secondary beam junction with the hoop power making tie impose on column template below primary-secondary beam is peripheral, and described perpendicular support includes montant and crosses at several the horizontal quarter butts on montant, at grade, described perpendicular support includes the vertical angle steel that arranges and vertical interlaced and the band iron be horizontally set with on angle steel two surface is formed for the contact surface of described horizontal quarter butt and montant and column template, described band iron is perpendicular to the contact surface with column template, and the contact surface of angle steel and band iron and column template at grade, triangular support plate is provided with between described band iron and angle steel, described tie connects and composes by the U-shaped between two steel that U-shaped extended distance is different are vertically interspersed, described U-shaped steel both ends bottom land is through in order at junction connecting support seat and stud, described supporting seat by one section of angle steel be welded on two parallel band irons all vertical with its two angle steel face on angle steel and form, the through hole worn in order to latch is provided with at two parallel band irons, on U-shaped face, described U-shaped steel both ends, correspondence is provided with several holes worn in order to latch, angle steel one angle steel face is provided with the duct worn in order to stud, described U-shaped steel bottom surface is provided with the gripper shoe that contacts with column template to increase contact surface, described master, secondary beam sides is provided with master, secondary beam shuttering, described master, secondary soffit is provided with master, secondary beam bottom mother plate, crossbeam has been horizontally set with below described girder soffit formwork, L-type tripod is provided with between described beam surface upper and girder side, between described crossbeam and the lower lateral frame of L-type tripod, lock is provided with pintle hook lock, described girder shuttering and secondary beam shuttering junction are provided with angle steel, the staking of described L-type tripod is pressed against to be located on the angle steel face of girder side, described L-type tripod is welded by lower lateral frame and staking and forms, bearing diagonal is welded with between L-type tripod and staking, the L-type bar that described pintle hook lock includes cross bar and is connected with cross bar two ends, be threaded in the middle part of described cross bar adjusting bolt, described L-type bar is hinged with cross bar or described L-type bar is threaded with cross bar, the L-type bar that described pintle hook lock includes cross bar and is connected with cross bar two ends, in the middle part of described cross bar, upper erecting is provided with vertical rod, wedge is provided with, to make pintle hook lock and L-type tripod tight joint between described vertical rod lower surface and bottom rail rack upper surface, according to primary-secondary beam formwork structure design column template structure, install column template, and recline in column template periphery perpendicular support, then column template is peripheral and tie established by the same sectional position hoop be positioned at below primary-secondary beam, hoop is established during tie and is first arranged vertically interspersed for U-shaped steel different for U-shaped extended distance between two, then supporting seat to be nested with in U-shaped opening and to intert latch, in two supporting seats, then wearing screw rod and with nut check, the connection of U-shaped steel on column template four angles is all described above, install primary-secondary beam shuttering and primary-secondary beam soffit formwork, at primary-secondary beam junction connecting angle, below girder soffit formwork, be horizontally set with crossbeam, between crossbeam and the lower lateral frame of L-type tripod, lock is provided with pintle hook lock, can fix the template of primary-secondary beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310230110.2A CN103334586B (en) | 2013-06-09 | 2013-06-09 | Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310230110.2A CN103334586B (en) | 2013-06-09 | 2013-06-09 | Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103334586A CN103334586A (en) | 2013-10-02 |
| CN103334586B true CN103334586B (en) | 2015-07-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310230110.2A Active CN103334586B (en) | 2013-06-09 | 2013-06-09 | Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method |
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| Country | Link |
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| CN (1) | CN103334586B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150085B (en) * | 2015-04-07 | 2018-07-13 | 五冶集团上海有限公司 | A kind of stiffened column Formwork Installation Method |
| CN106245909B (en) * | 2016-08-23 | 2018-09-11 | 福州市第三建筑工程公司 | A kind of column template encloses support branch protecting assembly |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB993933A (en) * | 1962-11-19 | 1965-06-02 | Robert Katz | Shuttering for casting a column |
| US3525515A (en) * | 1968-06-24 | 1970-08-25 | Samuel T Melfi | Clamp for concrete column forms |
| 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 |
| KR100860831B1 (en) * | 2007-07-27 | 2008-09-29 | 최재일 | Pillar form fixing device |
| CN201391088Y (en) * | 2009-01-22 | 2010-01-27 | 国核工程有限公司 | As-cast-finish concrete section steel outside collar reinforcing column mold |
| 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 |
| CN202810209U (en) * | 2012-08-15 | 2013-03-20 | 福建工程学院 | Support carrier of beam framework |
| CN203361639U (en) * | 2013-06-09 | 2013-12-25 | 福建省二建建设集团有限公司 | Supporting structure for beam column connector and beam-crossing connector of wood-bamboo formwork |
-
2013
- 2013-06-09 CN CN201310230110.2A patent/CN103334586B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB993933A (en) * | 1962-11-19 | 1965-06-02 | Robert Katz | Shuttering for casting a column |
| US3525515A (en) * | 1968-06-24 | 1970-08-25 | Samuel T Melfi | Clamp for concrete column forms |
| 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 |
| KR100860831B1 (en) * | 2007-07-27 | 2008-09-29 | 최재일 | Pillar form fixing device |
| CN201391088Y (en) * | 2009-01-22 | 2010-01-27 | 国核工程有限公司 | As-cast-finish concrete section steel outside collar reinforcing column mold |
| 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 |
| CN202810209U (en) * | 2012-08-15 | 2013-03-20 | 福建工程学院 | Support carrier of beam framework |
| CN203361639U (en) * | 2013-06-09 | 2013-12-25 | 福建省二建建设集团有限公司 | Supporting structure for beam column connector and beam-crossing connector of wood-bamboo formwork |
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| CN103334586A (en) | 2013-10-02 |
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