CN203939253U - A kind of horizontal channel bracing frame for Construction of High-rise - Google Patents
A kind of horizontal channel bracing frame for Construction of High-rise Download PDFInfo
- Publication number
- CN203939253U CN203939253U CN201420214946.3U CN201420214946U CN203939253U CN 203939253 U CN203939253 U CN 203939253U CN 201420214946 U CN201420214946 U CN 201420214946U CN 203939253 U CN203939253 U CN 203939253U
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- support body
- horizontal
- construction
- bracing frame
- installing plate
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 230000000694 effects Effects 0.000 claims description 7
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model relates to a kind of horizontal channel bracing frame for Construction of High-rise, comprise horizontal support body and strenthening member, the below of horizontal support body is provided with fixed feet and installing plate, fixed feet is positioned at one end of horizontal support body, between itself and horizontal support body, have the locating slot that can be arranged in girder steel frange plate one side, installing plate is positioned at horizontal support body middle part, and strenthening member comprises support and block board, support is removably fixedly arranged on installing plate below, and block board can be arranged in the below of frange plate.Above-mentioned its one end of horizontal channel bracing frame for Construction of High-rise utilizes locating slot to be arranged in a side of girder steel frange plate, the support of strenthening member is removably fixedly arranged on horizontal support body middle part, its block board coordinates with installing plate can be arranged in girder steel frange plate opposite side, thereby this horizontal channel is supported and is fixedly arranged on girder steel frange plate; While not needing to use, only need dismounting strenthening member, just can unload this horizontal channel bracing frame; Structure is comparatively firm, and efficiency of construction is high, and construction cost is lower.
Description
Technical field
The utility model belongs to the realm of building construction, relates in particular to a kind of horizontal channel bracing frame for Construction of High-rise.
Background technology
What most of Super Highs adopted is " Core Walls Structure+housing " structure, construction elevator is generally mounted in Core Walls Structure, in the time that housing is constructed, need set up horizontal channel, be communicated with Core Walls Structure construction elevator and the housing scope of operation, make constructor can reach each scope of operation of housing, mean level passage arranges along housing annular, installation is large, and turnover is frequent.
In prior art, the bracing frame of horizontal channel is mainly formed by scaffold building, and this support frame structure is insecure, danger is larger, and the technique of setting up and removing is loaded down with trivial details, needs to drop into more personnel, inefficiency and construction cost are high, larger on duration of a project progress impact.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of structure the comparatively firm and simple load and unload horizontal channel bracing frame for Construction of High-rise.
The utility model is to realize like this, a kind of horizontal channel bracing frame for Construction of High-rise is provided, comprise horizontal support body and strenthening member, the below of described horizontal support body is provided with fixed feet and installing plate, described fixed feet is positioned at one end of described horizontal support body, between itself and described horizontal support body, there is the locating slot that can be arranged in girder steel frange plate one side, described installing plate is positioned at described horizontal support body middle part, described strenthening member comprises support and block board, described support is removably fixedly arranged on installing plate below, described block board can be arranged in the below of described frange plate.
Further, described support is L-shaped, comprise orthogonal level board and vertical panel, described level board is removably fixedly arranged on described installing plate below, described block board is fixedly arranged on described vertical panel, in the time that described strenthening member is installed on described horizontal stand, between described block board and installing plate, be formed for being arranged in the locating slot of girder steel frange plate opposite side.
Further, the upper surface of described block board is lower than the upper surface of described level board.
Further, described block board and installing plate are parallel to each other.
Further, described installing plate is provided with strip through-hole, and described support can be fixedly arranged on described bar hole by connector Level tune.
Further, the bottom surface of described installing plate and the bottom surface of described horizontal support body are concordant.
Further, described fixed feet is L-shaped, comprises orthogonal vertical component effect and horizontal part, and one end of described vertical component effect is fixedly arranged on described horizontal support body, described horizontal position is in the below of described horizontal support body, and forms described locating slot between itself and described horizontal support body.
Further, described horizontal support body is channel-section steel.
Compared with prior art, its one end of horizontal channel bracing frame for Construction of High-rise of the present utility model utilizes locating slot to be arranged in a side of girder steel frange plate, the support of strenthening member is removably fixedly arranged on horizontal support body middle part, its block board coordinates with installing plate can be arranged in girder steel frange plate opposite side, thereby this horizontal channel is supported and is fixedly arranged on girder steel frange plate; While not needing to use, only need dismounting strenthening member, just can unload this horizontal channel bracing frame; Above-mentioned support frame structure is comparatively firm, and mounting or dismounting technique is simple, and without too much personnel, efficiency of construction is high, and construction cost is lower.
Brief description of the drawings
Fig. 1 is the schematic perspective view of the utility model for horizontal channel bracing frame one preferred embodiment of Construction of High-rise;
Fig. 2 is assembling decomposing schematic representation embodiment illustrated in fig. 1;
Fig. 3 is the schematic perspective view in the time of the state of use embodiment illustrated in fig. 1;
Fig. 4 is the schematic perspective view using another angle when state embodiment illustrated in fig. 1.
Detailed description of the invention
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
As depicted in figs. 1 and 2, be a preferred embodiment of the present utility model, this horizontal channel that is used for Construction of High-rise is supported 1 and is comprised horizontal support body 100 and strenthening member 200.
Horizontal support body 100 can be made up of channel-section steel, and its below is provided with fixed feet 110 and installing plate 120.Fixed feet 110 is positioned at one end of horizontal support body 100, and it is roughly L-shaped, comprises orthogonal vertical component effect 111 and horizontal part 112.One end of vertical component effect 111 is vertically located on horizontal support body 100, and horizontal part 112 is positioned at the below of horizontal support body 100, and forms locating slot 113 between itself and horizontal support body 100, for blocking the frange plate 21 (referring to aftermentioned) of establishing girder steel 2.Installing plate 120 is positioned at horizontal support body 100 middle parts, and its bottom surface is concordant with the bottom surface of horizontal support body 100, offers through hole 121 on installing plate 120, to be fixedly connected with (referring to aftermentioned) with strenthening member 200.
Strenthening member 200 comprises support 210 and block board 220.Support 210 is removably fixedly arranged on installing plate 120 belows by the connectors such as bolt 300, and it is roughly L-shaped, comprises orthogonal level board 211 and vertical panel 212, and level board 211 is removably fixedly arranged on installing plate 120 belows.Block board 220 is parallel to each other with level board 211, its one end is fixedly arranged on vertical component effect 212, and the upper surface of block board 220 is lower than the upper surface of level board 211, in the time that strenthening member 200 is installed on horizontal stand, between block board 220 and installing plate 120, form locating slot (in figure not label), to be arranged in the opposite side of frange plate 21.
Please together consult Fig. 3 and Fig. 4, this horizontal channel supports 1 in use, horizontal support body 100 arranges perpendicular to girder steel 2, its one end utilizes locating slot 113 to be arranged in a side of frange plate 21, strenthening member 200 is fixedly arranged on horizontal support body 100 middle parts by connector 300, its block board 220 coordinates the opposite side that can be arranged in frange plate 21 with installing plate 120, is fixedly arranged on frange plate 21 thereby this horizontal channel is supported to 1.While not needing to use, only need dismounting strenthening member 200, just can unload this horizontal channel bracing frame 1.It is comparatively firm that 1 structure is supported in above-mentioned horizontal channel, and mounting or dismounting technique is simple, and without too much personnel, efficiency of construction is high, and construction cost is lower.
For making this horizontal channel support 1 be applicable to the girder steel 2 of different specification size, through hole 121 on above-mentioned installing plate 120 is elongated, like this, strenthening member 200 can be fixedly arranged on strip through-hole 121 by bolt 300 Level tune, thereby adjust the spacing between strenthening member 200 and fixed feet 110, to be applicable to the frange plate of different in width.
These are only preferred embodiment of the present utility model, not in order to limit the utility model, all any amendments of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (8)
1. the horizontal channel bracing frame for Construction of High-rise, it is characterized in that, comprise horizontal support body and strenthening member, the below of described horizontal support body is provided with fixed feet and installing plate, described fixed feet is positioned at one end of described horizontal support body, between itself and described horizontal support body, there is the locating slot that can be arranged in girder steel frange plate one side, described installing plate is positioned at described horizontal support body middle part, described strenthening member comprises support and block board, described support is removably fixedly arranged on installing plate below, and described block board can be arranged in the below of described frange plate.
2. the horizontal channel bracing frame of Construction of High-rise as claimed in claim 1, it is characterized in that, described support is L-shaped, comprise orthogonal level board and vertical panel, described level board is removably fixedly arranged on described installing plate below, described block board is fixedly arranged on described vertical panel, in the time that described strenthening member is installed on described horizontal stand, is formed for being arranged in the locating slot of girder steel frange plate opposite side between described block board and installing plate.
3. the horizontal channel bracing frame of Construction of High-rise as claimed in claim 2, is characterized in that, the upper surface of described block board is lower than the upper surface of described level board.
4. the horizontal channel bracing frame of the Construction of High-rise as described in any one in claims 1 to 3, is characterized in that, described block board and installing plate are parallel to each other.
5. the horizontal channel bracing frame of Construction of High-rise as claimed in claim 1, is characterized in that, described installing plate is provided with strip through-hole, and described support can be fixedly arranged on described bar hole by connector Level tune.
6. the horizontal channel bracing frame of the Construction of High-rise as described in claim 1 or 5, is characterized in that, the bottom surface of described installing plate is concordant with the bottom surface of described horizontal support body.
7. the horizontal channel bracing frame for Construction of High-rise as claimed in claim 1, it is characterized in that, described fixed feet is L-shaped, comprise orthogonal vertical component effect and horizontal part, one end of described vertical component effect is fixedly arranged on described horizontal support body, described horizontal position is in the below of described horizontal support body, and forms described locating slot between itself and described horizontal support body.
8. the horizontal channel bracing frame for Construction of High-rise as claimed in claim 1, is characterized in that, described horizontal support body is channel-section steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420214946.3U CN203939253U (en) | 2014-04-29 | 2014-04-29 | A kind of horizontal channel bracing frame for Construction of High-rise |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420214946.3U CN203939253U (en) | 2014-04-29 | 2014-04-29 | A kind of horizontal channel bracing frame for Construction of High-rise |
Publications (1)
Publication Number | Publication Date |
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CN203939253U true CN203939253U (en) | 2014-11-12 |
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CN201420214946.3U Expired - Lifetime CN203939253U (en) | 2014-04-29 | 2014-04-29 | A kind of horizontal channel bracing frame for Construction of High-rise |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
CN109853876A (en) * | 2017-11-30 | 2019-06-07 | 上海宝冶集团有限公司 | The dedicated rainproof protective device of reburner and its application method |
-
2014
- 2014-04-29 CN CN201420214946.3U patent/CN203939253U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
CN109853876A (en) * | 2017-11-30 | 2019-06-07 | 上海宝冶集团有限公司 | The dedicated rainproof protective device of reburner and its application method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20141112 |
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CX01 | Expiry of patent term |