CN202810204U - Self-balancing formwork system structure for inclined reinforced column - Google Patents

Self-balancing formwork system structure for inclined reinforced column Download PDF

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Publication number
CN202810204U
CN202810204U CN 201220343195 CN201220343195U CN202810204U CN 202810204 U CN202810204 U CN 202810204U CN 201220343195 CN201220343195 CN 201220343195 CN 201220343195 U CN201220343195 U CN 201220343195U CN 202810204 U CN202810204 U CN 202810204U
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China
Prior art keywords
reinforcing bars
column
balancing
system structure
self
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Expired - Fee Related
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CN 201220343195
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Chinese (zh)
Inventor
周光毅
毛立贤
唐家如
陈超
张斐
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China Construction Eighth Engineering Division Co Ltd
China Construction Eighth Engineering Division Co Ltd Dalian Branch
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China Construction Eighth Engineering Division Co Ltd
China Construction Eighth Engineering Division Co Ltd Dalian Branch
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Priority to CN 201220343195 priority Critical patent/CN202810204U/en
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Abstract

The utility model discloses a self-balancing formwork system structure for an inclined reinforced column. Phi-22 bolt steel bars (2) transversely penetrate a column reinforcing formwork, and the Phi-22 bolt steel bars (2) which cannot penetrate the column reinforcing formwork are directly welded on the reinforced steel column. Meanwhile, Phi-22 formwork supporting steel bars (3) are obliquely welded on the reinforced steel column, intervals among the Phi-22 formwork supporting steel bars (3) are identical to vertical intervals among the Phi-22 bolt steel bars (2). Inclining force applied to the column formwork is transferred to the reinforced steel column via the Phi-22 bolt steel bars, so that the inclined column formwork can be 'supported on the upper portion and be hung on the lower portion', and self-balancing of the inclined reinforced column can be realized without being supported by a scaffold.

Description

Inclination stiffness post self-balancing template system structure
Technical field
The utility model relates to the concrete structure construction field.
Background technology
In Structural Steel Reinforced Concrete, the construction of tilt column needs large tracts of land to set up support scaffolding.
It is loaded down with trivial details that large tracts of land is set up the support scaffolding construction, time-consuming taking a lot of work, and the safety of formwork bracing system is difficult to guarantee.
Because the strengthening concrete batter post cross section of prior art is large and post is higher, it is not-so-practical that large tracts of land is set up the shuttering supporting scaffold.
The utility model content
The purpose of this utility model is: a kind of inclination stiffness post self-balancing template system structure is provided.Large for post reinforcing bar cross section, by steel column self rigidity, be taper pile shuttering system Equilibrium, save post bottom template support scaffolding.
In order to achieve the above object, a kind of inclination stiffness post self-balancing template system structure that provides of the utility model adopts
Figure 2012203431956100002DEST_PATH_IMAGE001
22 bolt reinforcing bars 2 cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
Figure 21832DEST_PATH_IMAGE001
22 bolt reinforcing bars 2 are welded direct on the steel column; Weld at the steel column ramp simultaneously 22 shuttering supporting reinforcing bars 3,
Figure 666112DEST_PATH_IMAGE001
22 shuttering supporting reinforcing bars, 3 spacings with
Figure 23007DEST_PATH_IMAGE001
22 bolt reinforcing bars, 2 vertical spacings are identical.
Described
Figure 33485DEST_PATH_IMAGE001
22 bolt reinforcing bars 2 pass an end of flitch secondary joist 5 with corresponding
Figure 855947DEST_PATH_IMAGE001
3 welding of 22 shuttering supporting reinforcing bars.
Main joist steel pipe 6 be arranged in flitch secondary joist 5 with Between the 22 shuttering supporting reinforcing bars 3.
Described flitch secondary joist 5 inwalls are provided with overlay film composite board 7.
Beneficial effect: the utility model adopts 22 reinforcing bars replace split bolt, and cross the cylinder reinforcing template, and the reinforcing bar that can't cross pillar is welded direct on the steel column.Weld at the steel column ramp simultaneously 22 shuttering supporting reinforcing bars, the skew force that column template is subject to passes to steel column by bearing bar, thereby taper pile shuttering is formed " upper support is lower hangs ", makes batter post lower inclined plane template need not scaffold support and can realize self-balancing.
Description of drawings
Fig. 1 the utility model self-balancing template system schematic diagram
Fig. 2 the utility model 22 bolt reinforcing bars, 2 location arrangement diagrams
I place hanging node enlarged drawing among Fig. 3 Fig. 1 and Fig. 2.
Accompanying drawing sign: 1, operation scaffold; 2,
Figure 898838DEST_PATH_IMAGE001
22 bolt reinforcing bars; 3,
Figure 66376DEST_PATH_IMAGE001
22 shuttering supporting reinforcing bars; 4, hanging node; 5, flitch secondary joist; 6, steel pipe main joist; 7, overlay film composite board; 8, pad.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is elaborated.
Referring to figs. 1 through Fig. 3, in the present embodiment, adopt
Figure 575479DEST_PATH_IMAGE001
22 bolt reinforcing bars 2 cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
Figure 498167DEST_PATH_IMAGE001
22 bolt reinforcing bars 2 are welded direct on the steel column; Weld at the steel column ramp simultaneously
Figure 739793DEST_PATH_IMAGE001
22 shuttering supporting reinforcing bars 3,
Figure 211022DEST_PATH_IMAGE001
22 shuttering supporting reinforcing bars, 3 spacings with
Figure 74632DEST_PATH_IMAGE002
22 bolt reinforcing bars, 2 vertical spacings are identical.
Described 22 bolt reinforcing bars 2 pass an end of flitch secondary joist 5 with corresponding
Figure 334826DEST_PATH_IMAGE001
3 welding of 22 shuttering supporting reinforcing bars.
Main joist steel pipe 6 be arranged in flitch secondary joist 5 with
Figure 628118DEST_PATH_IMAGE001
Between the 22 shuttering supporting reinforcing bars 3.
Described flitch secondary joist 5 inwalls are provided with overlay film composite board 7.
The skew force that column template is subject to passes through 22 shuttering supporting reinforcing bars pass to steel column, thereby taper pile shuttering is formed " upper support is lower hangs ", make batter post lower inclined plane template need not scaffold support and can realize self-balancing.
The key technology of inclination stiffness post self-balancing template system is by steel column self rigidity, shores reinforcing bar and hanging node of lower step by batter post top, relies on
Figure 389090DEST_PATH_IMAGE001
22 reinforcing bars transmit load, make the taper pile shuttering system reach the self-balancing effect.
Above content is the further description of the utility model being done in conjunction with optimal technical scheme, can not assert that the implementation of utility model only limits to these explanations.Concerning the utility model person of an ordinary skill in the technical field, under the prerequisite that does not break away from design of the present utility model, can also make simple deduction and replacement, all should be considered as protection domain of the present utility model.

Claims (4)

1. an inclination stiffness post self-balancing template system structure is characterized in that, described inclination stiffness post self-balancing template system structure adopts
Figure 2012203431956100001DEST_PATH_IMAGE001
22 bolt reinforcing bars (2) cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
Figure 195472DEST_PATH_IMAGE002
22 bolt reinforcing bars (2) are welded direct on the steel column; Weld at the steel column ramp simultaneously
Figure 822896DEST_PATH_IMAGE001
22 shuttering supporting reinforcing bars (3),
Figure 175380DEST_PATH_IMAGE002
22 shuttering supporting reinforcing bar (3) spacings with
Figure 173043DEST_PATH_IMAGE001
The vertical spacing of 22 bolt reinforcing bars (2) is identical.
2. inclination stiffness post self-balancing template system structure according to claim 1 is characterized in that, and is described
Figure 450242DEST_PATH_IMAGE002
22 bolt reinforcing bars (2) pass an end of flitch secondary joist (5) with corresponding
Figure 393945DEST_PATH_IMAGE001
The welding of 22 shuttering supporting reinforcing bars (3).
3. inclination stiffness post self-balancing template system structure according to claim 1 is characterized in that, main joist steel pipe (6) be arranged in flitch secondary joist (5) with
Figure 866515DEST_PATH_IMAGE001
Between the 22 shuttering supporting reinforcing bars (3).
4. inclination stiffness post self-balancing template system structure according to claim 3 is characterized in that described flitch secondary joist (5) inwall is provided with overlay film composite board (7).
CN 201220343195 2012-07-17 2012-07-17 Self-balancing formwork system structure for inclined reinforced column Expired - Fee Related CN202810204U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220343195 CN202810204U (en) 2012-07-17 2012-07-17 Self-balancing formwork system structure for inclined reinforced column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220343195 CN202810204U (en) 2012-07-17 2012-07-17 Self-balancing formwork system structure for inclined reinforced column

Publications (1)

Publication Number Publication Date
CN202810204U true CN202810204U (en) 2013-03-20

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CN (1) CN202810204U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100088A (en) * 2014-07-23 2014-10-15 中建三局集团有限公司 Method for reinforcing independent oblique column steel channel mold plate with ultrahigh large section
CN105735642A (en) * 2016-04-01 2016-07-06 中国建筑第八工程局有限公司 Double-sided clean water inclined wall large-span window aperture template system and construction method thereof
CN106088478A (en) * 2016-08-23 2016-11-09 中建八局第二建设有限公司 Tilt strength steel concrete cylinder construction method
CN106351445A (en) * 2016-08-26 2017-01-25 中天建设集团有限公司 Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly
CN108240070A (en) * 2017-12-12 2018-07-03 广东省建筑工程机械施工有限公司 A kind of casting method of tall and big batter post
CN108265885A (en) * 2017-07-14 2018-07-10 上海宝冶集团有限公司 The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post
CN117052134A (en) * 2023-10-12 2023-11-14 中建海峡建设发展有限公司 Diagonal column formwork supporting system for complex special-shaped building

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100088A (en) * 2014-07-23 2014-10-15 中建三局集团有限公司 Method for reinforcing independent oblique column steel channel mold plate with ultrahigh large section
CN105735642A (en) * 2016-04-01 2016-07-06 中国建筑第八工程局有限公司 Double-sided clean water inclined wall large-span window aperture template system and construction method thereof
CN106088478A (en) * 2016-08-23 2016-11-09 中建八局第二建设有限公司 Tilt strength steel concrete cylinder construction method
CN106351445A (en) * 2016-08-26 2017-01-25 中天建设集团有限公司 Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly
CN106351445B (en) * 2016-08-26 2018-08-17 中天建设集团有限公司 A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation
CN108265885A (en) * 2017-07-14 2018-07-10 上海宝冶集团有限公司 The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post
CN108240070A (en) * 2017-12-12 2018-07-03 广东省建筑工程机械施工有限公司 A kind of casting method of tall and big batter post
CN108240070B (en) * 2017-12-12 2020-04-28 广东省建筑工程机械施工有限公司 Pouring method of tall and big batter post
CN117052134A (en) * 2023-10-12 2023-11-14 中建海峡建设发展有限公司 Diagonal column formwork supporting system for complex special-shaped building
CN117052134B (en) * 2023-10-12 2023-12-08 中建海峡建设发展有限公司 Diagonal column formwork supporting system for complex special-shaped building

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130320

Termination date: 20190717

CF01 Termination of patent right due to non-payment of annual fee