CN105317145A - Detachable bottom formwork type steel bar truss deck - Google Patents
Detachable bottom formwork type steel bar truss deck Download PDFInfo
- Publication number
- CN105317145A CN105317145A CN201410370186.XA CN201410370186A CN105317145A CN 105317145 A CN105317145 A CN 105317145A CN 201410370186 A CN201410370186 A CN 201410370186A CN 105317145 A CN105317145 A CN 105317145A
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- steel bar
- bed die
- junction button
- bar truss
- support plate
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Abstract
The invention discloses a detachable bottom formwork type steel bar truss deck. The deck comprises a bottom formwork and multiple steel bar trusses, wherein each steel bar truss is connected with the bottom formwork through multiple connecting buckles located in one row respectively; a rectangular groove is formed in the upper part of each connecting buckle, clamping grooves are correspondingly formed in side surfaces of the rectangular groove, two lower chord steel bars of each steel bar truss are clamped in the two clamping grooves of the corresponding connecting buckle respectively, and the connecting buckle is fixedly connected with the bottom formwork through fasteners. Two clamping grooves are correspondingly formed in each connecting buckle, the two lower chord steel bars of each steel bar truss are clamped in the two clamping grooves of the same connecting buckle, under the effect of gravity of concrete, although the two lower chord steel bars form two thrust forces having the same magnitude and opposite directions, the two thrust forces which have the same magnitude and the opposite directions and act on the connecting buckle are offset mutually, thus, tensile deformation of the bottom formwork due to the fact that the two thrust forces are transferred to the bottom formwork through the connecting buckle can be avoided, and difficulty in subsequent detachment due to the fact that the fasteners connecting the bottom formwork and the connecting buckle bear shearing forces can be avoided.
Description
Technical field
The present invention relates to building unit field, particularly relate to a kind of detachable bed die formula steel bar truss floor support plate.
Background technology
Steel bar truss floor support plate a kind of steel bar stress in floor is welded into steel bar girder in factory, and be fixedly connected with steel bar girder and bed die to be formed bed die and the integrated building product of steel bar stress.During construction, be fixed on by steel bar truss floor support plate between two carrier bars, directly pour into a mould with concrete, bed die bears concrete gravity, and steel bar girder provides without support stiffness for bed die.Support compared with concrete floor support plate with traditional by bottom formwork, steel bar truss floor support plate formula accelerates construction speed, enhances support effect.For the bed die after casting complete can be made to recycle, in prior art, there is steel bar truss floor support plate bed die can dismantled, when having built concrete, and after waiting concrete setting, bed die can have been removed, to repeat to recycle.The steel bar girder of this floor support plate is connected by connector with bed die, although connector achieves removably connecting between steel bar girder and bed die, but give bed die by the lateral force transmission irrelevant with bearing concrete gravity of steel bar girder simultaneously, under the effect of lateral force, bed die produces stretcher strain, thus cause support stiffness to reduce, finally affect the support effect of bed die.In addition, screw for being connected with bed die by connector bears shearing force because participating in transmitting lateral force, even if this shearing force can not make screw and fix for screw fit to produce slide fastener between steel bar girder and the connector of bed die and also can cause difficulty to the dismounting of follow-up screw.
Summary of the invention
For the defect that above-mentioned steel bar truss floor support plate structure bed die can being carried out dismantling exists, the invention provides a kind of detachable bed die formula steel bar truss floor support plate rational in infrastructure, the bed die of this floor support plate can not produce stretcher strain after concreting completes, support effect is good, convenient disassembly.
For solving the problems of the technologies described above, the technical solution used in the present invention is: a kind of detachable bed die formula steel bar truss floor support plate, comprises bed die and be disposed in parallel in many steel bar girders on described bed die; Described steel bar girder comprises the reinforcing bar that winds up, be positioned at described in wind up the web member reinforcing bar that two lower edge reinforcing bars of both sides below reinforcing bar and two ends are fixedly connected with described lower edge reinforcing bar with the described reinforcing bar that winds up respectively; Steel bar girder described in every bar is connected with described bed die respectively by the multiple junction button being positioned at a row; Described junction button top offers rectangular channel, two relative side correspondences of described rectangular channel offer draw-in groove, two lower edge reinforcing bars of described steel bar girder are fastened in two draw-in grooves of described junction button respectively, and described junction button is fixedly connected with described bed die by securing member.
Preferably, often arrange described junction button to be evenly arranged along the axial direction of described lower edge reinforcing bar.
Preferably, described junction button comprises rectangular block body, and described rectangular channel is offered in described rectangular block body from the upper surface of described rectangular block body.
Preferably, the notch place of the rectangular channel of described junction button offers guiding surface.
Preferably, described junction button is one-body molded by plastic material.
Preferably, described bed die is the one in galvanized sheet, zinc-plated checkered steel plate, bamboo slab rubber or wood glue plate, and the thickness of described galvanized sheet or zinc-plated checkered steel plate is 1mm-2mm, and the thickness of described bamboo slab rubber or wood glue plate is 15mm-25mm.
Preferably, described securing member is screw, and the quantity of described screw is two, and is arranged in the both sides of described rectangular channel.
Compared with prior art, the beneficial effect of detachable bed die formula steel bar truss floor support plate of the present invention is: due to every bar steel bar girder with only arrange junction button by one between bed die and be connected, each junction button correspondence is provided with two draw-in grooves, two lower edge reinforcing bars are fastened in two draw-in grooves of same junction button, under concrete gravity effect, although two lower edge reinforcing bars have counter motion trend, and it is identical to form size, two outside thrusts that direction is contrary, but for each junction button, the size simultaneously acted on it is identical, contrary two thrusts in direction are cancelled out each other, therefore, these two thrusts can not be delivered to by junction button and bed die make bed die produce stretcher strain and affect support effects, also the securing member of connection bed die and junction button can not be made to cause difficulty because bearing shearing force to follow-up dismounting.
Accompanying drawing explanation
Fig. 1 is the structural representation of the junction button in detachable bed die formula steel bar truss floor support plate of the present invention;
Fig. 2 is the structural representation of the steel bar girder in detachable bed die formula steel bar truss floor support plate of the present invention;
Fig. 3 is the partial front elevation view of detachable bed die formula steel bar truss floor support plate of the present invention;
Fig. 4 is the partial side view of detachable bed die formula steel bar truss floor support plate of the present invention;
Fig. 5 is the sectional perspective structural representation of detachable bed die formula steel bar truss floor support plate of the present invention.
Detailed description of the invention
For making those skilled in the art better understand technical scheme of the present invention, below in conjunction with the drawings and specific embodiments, the present invention is elaborated.
As shown in Figures 1 to 5, the invention provides a kind of detachable bed die formula steel bar truss floor support plate, they many steel bar girders 20 comprising bed die 30 and be disposed in parallel on bed die 30; Steel bar girder 20 comprises the reinforcing bar 21 that winds up, be positioned at the web member reinforcing bar 23 that two lower edge reinforcing bars 22 of both sides below the reinforcing bar 21 that winds up and two ends are fixedly connected with lower edge reinforcing bar 22 with the reinforcing bar 21 that winds up respectively; Every bar steel bar girder 20 is connected with bed die 30 respectively by the multiple junction buttons 10 being positioned at a row; Junction button 10 top offers rectangular channel 11, and two relative side correspondences of rectangular channel 11 offer draw-in groove 12, and two lower edge reinforcing bars 22 of steel bar girder 20 are fastened in two draw-in grooves 12 of junction button 10 respectively, and junction button 10 is fixedly connected with bed die 30 by securing member.Particularly, screw 40 can be selected to removably connect to make junction button 10 and bed die 30 be formed as securing member.The contour structures of junction button 10 can have multiple, as long as have the draw-in groove 12 that can block and establish two lower edge reinforcing bars 22, in order to can mass production, at a preferred embodiment, junction button 10 is by the orthogonal block body of plastic material integrated die-casting, and rectangular channel 11 is formed in the upper surface of rectangular block body.Bed die 30 can adopt bamboo slab rubber or the wood glue plate that density is less, thickness that is that be easy to process is generally 15mm-25mm, and the larger thickness of Rigidity and strength also can be adopted to be generally the galvanized sheet of 1mm-2mm or zinc-plated checkered steel plate.
As shown in Figure 3 and Figure 5, due to every bar steel bar girder 20 with only arrange junction button 10 by one between bed die 30 and be connected, each junction button 10 correspondence is provided with two draw-in grooves 12, two lower edge reinforcing bars 22 are fastened in two draw-in grooves 12 of same junction button 10, under concrete gravity effect, although two lower edge reinforcing bars 22 have counter motion trend, and it is identical to form size, two outside thrusts that direction is contrary, but for each junction button 10, the size simultaneously acted on it is identical, contrary two thrusts in direction are cancelled out each other, in fact, this junction button 10 has self-balancing effect, this junction button 10 balances two outside thrusts of two lower edge reinforcing bars 22 of steel bar girder 20, therefore, these two thrusts can not be delivered on bed die 30 by junction button 10 and make bed die 30 produce stretcher strain and affect support effects, also connection bed die 30 can not be made to cause difficulty because bearing shearing force to follow-up dismounting with the screw 40 of junction button 10.
Below the making of detachable bed die formula steel bar truss floor support plate of the present invention and use procedure are introduced:
1, utilize reinforcing bar to build skeleton, and form steel bar girder 20 by welding.
2, by bed die 30 machine-shaping, adopt plant equipment automatic drilling, junction button 10 is connected by screw 40 with the bed die 30 of having holed.
3, the steel bar girder 20 of machine-shaping is compressed by external force, two lower edge reinforcing bar 22 distances are narrowed, until can enter in the rectangular channel 11 of junction button 10, two lower edge reinforcing bars 22 of steel bar girder 20 utilize self resilience, automatic clamping is located in two draw-in grooves 12 of junction button 10, and detachable bed die formula steel bar truss floor support plate completes.
4, detachable bed die formula steel bar truss floor support plate is laid on appointed area, carries out concreting, after building by steel bar girder 20 for bed die 30 provides without support stiffness, carry concrete gravity and load of constructing by being threaded of screw 40 and junction button 10.
5, after concrete setting reaches requirement, with electric drill, the screw 40 on bed die 30 is exited, then bed die 30 is removed.
In order to make bed die 30 can provide uniform support force to concrete, often row's junction button 10 is evenly arranged along the axial direction of lower edge reinforcing bar 22.
As shown in Figure 1, for making two lower edge reinforcing bars 22 of the steel bar girder 20 being in compressive state can facilitate, enter smoothly the rectangular channel 11 of junction button 10 to be fastened in two draw-in grooves 12, the notch place of the rectangular channel 11 of junction button 10 offers the guiding surface 13 for being imported by lower edge reinforcing bar 22 in rectangular channel 11.
Claims (7)
1. a detachable bed die formula steel bar truss floor support plate, is characterized in that, comprises bed die and is disposed in parallel in many steel bar girders on described bed die; Described steel bar girder comprises the reinforcing bar that winds up, be positioned at described in wind up the web member reinforcing bar that two lower edge reinforcing bars of both sides below reinforcing bar and two ends are fixedly connected with described lower edge reinforcing bar with the described reinforcing bar that winds up respectively; Steel bar girder described in every bar is connected with described bed die respectively by the multiple junction button being positioned at a row; Described junction button top offers rectangular channel, two relative side correspondences of described rectangular channel offer draw-in groove, two lower edge reinforcing bars of described steel bar girder are fastened in two draw-in grooves of described junction button respectively, and described junction button is fixedly connected with described bed die by securing member.
2. detachable bed die formula steel bar truss floor support plate according to claim 1, is characterized in that, often arranges described junction button and is evenly arranged along the axial direction of described lower edge reinforcing bar.
3. detachable bed die formula steel bar truss floor support plate according to claim 1, it is characterized in that, described junction button comprises rectangular block body, and described rectangular channel is offered in described rectangular block body from the upper surface of described rectangular block body.
4. detachable bed die formula steel bar truss floor support plate according to claim 3, it is characterized in that, the notch place of the rectangular channel of described junction button offers guiding surface.
5. detachable bed die formula steel bar truss floor support plate according to claim 1, it is characterized in that, described junction button is one-body molded by plastic material.
6. detachable bed die formula steel bar truss floor support plate according to claim 1, it is characterized in that, described bed die is the one in galvanized sheet, zinc-plated checkered steel plate, bamboo slab rubber or wood glue plate, the thickness of described galvanized sheet or zinc-plated checkered steel plate is 1mm-2mm, and the thickness of described bamboo slab rubber or wood glue plate is 15mm-25mm.
7. detachable bed die formula steel bar truss floor support plate according to claim 1, it is characterized in that, described securing member is screw, and the quantity of described screw is two, and is arranged in the both sides of described rectangular channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410370186.XA CN105317145A (en) | 2014-07-30 | 2014-07-30 | Detachable bottom formwork type steel bar truss deck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410370186.XA CN105317145A (en) | 2014-07-30 | 2014-07-30 | Detachable bottom formwork type steel bar truss deck |
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| CN105317145A true CN105317145A (en) | 2016-02-10 |
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| CN201410370186.XA Pending CN105317145A (en) | 2014-07-30 | 2014-07-30 | Detachable bottom formwork type steel bar truss deck |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760109A (en) * | 2016-12-29 | 2017-05-31 | 杭州嘉奕达实业有限公司 | A kind of dismountable steel bar truss floor support plate of end template and its assembly method |
| CN106760494A (en) * | 2016-12-17 | 2017-05-31 | 中建钢构有限公司 | One kind is exempted to support detachable steel bar truss floor support plate |
| CN107143075A (en) * | 2017-06-29 | 2017-09-08 | 浙江中益建材科技有限公司 | A kind of steel bar girder formula floor support plate |
| CN108505658A (en) * | 2018-05-18 | 2018-09-07 | 杭萧钢构股份有限公司 | Steel bar truss floor support plate skeleton and the method for making steel bar truss floor support plate |
| CN108581307A (en) * | 2018-06-15 | 2018-09-28 | 建科机械（天津）股份有限公司 | A kind of welder |
| CN108643558A (en) * | 2018-06-12 | 2018-10-12 | 刘静锋 | The type steel bar truss floor support plate and construction method of the detachable end template of welded type |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate fitting fastening |
| CN109296210A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of bed die detachable reinforcing steel truss floor support plate fitting fastening |
| CN109469240A (en) * | 2018-11-10 | 2019-03-15 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate that bed die is detachable |
| CN109487941A (en) * | 2018-11-10 | 2019-03-19 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate |
| CN109653405A (en) * | 2019-02-01 | 2019-04-19 | 王胜勇 | Concrete partition and flooring and the plate device and method for protecting support for exempting to tear open panel |
| CN111424870A (en) * | 2020-04-26 | 2020-07-17 | 河南省金华夏建工集团股份有限公司 | Steel bar truss floor support plate with support-free recyclable bottom die and machining method |
| CN111608308A (en) * | 2020-05-19 | 2020-09-01 | 黄通 | Distributed three-dimensional factory floor and preparation method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB943302A (en) * | 1960-09-09 | 1963-12-04 | Rheinbau Gmbh | Reinforced concrete floor construction |
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
| JP2007182726A (en) * | 2006-01-10 | 2007-07-19 | Nippon Kaiser Kk | Reinforcing material and reinforced structure of existing building making use thereof |
| CN201206329Y (en) * | 2008-05-16 | 2009-03-11 | 浙江杭萧钢构股份有限公司 | Assembled reinforced bar truss template |
| KR20110012200A (en) * | 2009-07-30 | 2011-02-09 | 깨뱉시스템주식회사 | Form clamp |
| CN202899441U (en) * | 2012-11-26 | 2013-04-24 | 成都市第六建筑工程公司 | Tool type support |
| BRMU9102010U2 (en) * | 2011-09-22 | 2013-08-06 | Marcio Roberto Mazulis | perfecting introduced in a set of beam and formwork base rail for fitting joists and lattice pre-slabs for filling in concrete |
| CN103572961A (en) * | 2012-08-06 | 2014-02-12 | 悳信Housing | Spacer for stripping deck |
| CN204040268U (en) * | 2014-07-30 | 2014-12-24 | 多维联合集团有限公司 | A kind of detachable bed die formula steel bar truss floor support plate |
-
2014
- 2014-07-30 CN CN201410370186.XA patent/CN105317145A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB943302A (en) * | 1960-09-09 | 1963-12-04 | Rheinbau Gmbh | Reinforced concrete floor construction |
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
| JP2007182726A (en) * | 2006-01-10 | 2007-07-19 | Nippon Kaiser Kk | Reinforcing material and reinforced structure of existing building making use thereof |
| CN201206329Y (en) * | 2008-05-16 | 2009-03-11 | 浙江杭萧钢构股份有限公司 | Assembled reinforced bar truss template |
| KR20110012200A (en) * | 2009-07-30 | 2011-02-09 | 깨뱉시스템주식회사 | Form clamp |
| BRMU9102010U2 (en) * | 2011-09-22 | 2013-08-06 | Marcio Roberto Mazulis | perfecting introduced in a set of beam and formwork base rail for fitting joists and lattice pre-slabs for filling in concrete |
| CN103572961A (en) * | 2012-08-06 | 2014-02-12 | 悳信Housing | Spacer for stripping deck |
| CN202899441U (en) * | 2012-11-26 | 2013-04-24 | 成都市第六建筑工程公司 | Tool type support |
| CN204040268U (en) * | 2014-07-30 | 2014-12-24 | 多维联合集团有限公司 | A kind of detachable bed die formula steel bar truss floor support plate |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760494A (en) * | 2016-12-17 | 2017-05-31 | 中建钢构有限公司 | One kind is exempted to support detachable steel bar truss floor support plate |
| CN106760109A (en) * | 2016-12-29 | 2017-05-31 | 杭州嘉奕达实业有限公司 | A kind of dismountable steel bar truss floor support plate of end template and its assembly method |
| CN107143075A (en) * | 2017-06-29 | 2017-09-08 | 浙江中益建材科技有限公司 | A kind of steel bar girder formula floor support plate |
| CN108505658A (en) * | 2018-05-18 | 2018-09-07 | 杭萧钢构股份有限公司 | Steel bar truss floor support plate skeleton and the method for making steel bar truss floor support plate |
| CN108643558A (en) * | 2018-06-12 | 2018-10-12 | 刘静锋 | The type steel bar truss floor support plate and construction method of the detachable end template of welded type |
| CN108581307B (en) * | 2018-06-15 | 2024-02-27 | 建科机械（天津）股份有限公司 | Welding device |
| CN108581307A (en) * | 2018-06-15 | 2018-09-28 | 建科机械（天津）股份有限公司 | A kind of welder |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
| CN109296210A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of bed die detachable reinforcing steel truss floor support plate fitting fastening |
| CN109469240A (en) * | 2018-11-10 | 2019-03-15 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate that bed die is detachable |
| CN109487941A (en) * | 2018-11-10 | 2019-03-19 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate |
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate fitting fastening |
| CN109653405A (en) * | 2019-02-01 | 2019-04-19 | 王胜勇 | Concrete partition and flooring and the plate device and method for protecting support for exempting to tear open panel |
| CN111424870A (en) * | 2020-04-26 | 2020-07-17 | 河南省金华夏建工集团股份有限公司 | Steel bar truss floor support plate with support-free recyclable bottom die and machining method |
| CN111608308A (en) * | 2020-05-19 | 2020-09-01 | 黄通 | Distributed three-dimensional factory floor and preparation method |
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Application publication date: 20160210 |