CN201090028Y - Commitment die for frame pole - Google Patents
Commitment die for frame pole Download PDFInfo
- Publication number
- CN201090028Y CN201090028Y CNU2007201026786U CN200720102678U CN201090028Y CN 201090028 Y CN201090028 Y CN 201090028Y CN U2007201026786 U CNU2007201026786 U CN U2007201026786U CN 200720102678 U CN200720102678 U CN 200720102678U CN 201090028 Y CN201090028 Y CN 201090028Y
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- CN
- China
- Prior art keywords
- utility
- model
- column
- construction
- short
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a frame column shaping mold, which belongs to the connecting fastening device used for the frame column or supporting column construction. The utility model comprises a short column stirrup and a long column stirrup made of steel material, and the short column stirrup and the long column stirrup are respectively fixed and connected together through a bolt. If the utility model is used, the mold reinforcing process can be begun to be operated in advance, the zero point of the construction progress can be advanced, the completion time of the working procedure can be correspondingly advanced, the flowing construction is formed, the run idle phenomenon caused because the working procedure is disconnected is reduced, and the working efficiency is high; moreover, the rigidity of the utility model is strong, the construction cost is low, the turnover using times and the utilization ratio are high.
Description
Technical field
The utility model relates to a kind of frame column or the working connection fastener of pillar, reinforces the frame column shaper of usefulness when being a kind of frame structure construction specifically.
Background technology
The available technology adopting scaffold tubes is reinforced and split bolt is reinforced, and this reinforcing mode must use split bolt, its weak point: the one, rigidity is little, the 2nd, the engineering cost height, the 3rd, split bolt is imbedded and can not be repeated turnover utilization in the concrete, and it is lower perhaps to have enough to meet the need utilization rate.
Summary of the invention
Goal of the invention of the present utility model is at prior art rigidity little, the deficiency that engineering cost is high, and a kind of frame column shaper is provided.The member that this mould utilizes channel-section steel, angle steel and reinforcing bar to form is big as tie rigidity, and engineering cost is low.
Realize the foregoing invention purpose by the following technical solutions: a kind of frame column shaper, comprise short column hoop and the long column hoop made with steel material, described long and short tie adopts bolt to link together respectively.
Adopt technique scheme, compared with prior art, the utlity model has following advantage: 1. begin to enter the formwork reinforcement operation in advance, shift to an earlier date the construction speed starting point, corresponding this operation deadline in advance, formation flowing water construction has reduced the work holdup phenomenon that causes on not because of procedure connection, high efficiency; 2. turnover access times of the present utility model and utilization rate height; 3. rigidity is big, and construction cost is low.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is a basic short column formwork reinforcement schematic diagram of the present utility model.
Fig. 3 is that the I-I of Fig. 2 is to sectional drawing.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
Referring to accompanying drawing 1, the utility model is by short tie 1, and long to tie 2 formations, short tie 1 adopts bolts to link together with long to tie 2, form frame support structure, two short ties 1 of frame support structure and two are long to use split bolt 3 fastening respectively to tie 2.
Fig. 2, Fig. 3 are use embodiment of the present utility model, to grow the long face that withstands on flitch 6 to tie 2 during use, short tie 1 is placed on the short face of flitch 6, and template 7 is positioned at flitch 6, short tie 1 adopts bolt to link together with long to tie 2, perhaps connects with latch.Laterally, vertically respectively with split bolt 3 tension, fastening with nut 5, when split bolt 3 and short tie 1 and long to tie 2 end face not at ordinary times, with pad 4 place mats, tighten up so that it draws.
The utility model adopts channel-section steel to become tie with reinforcement fabrication, and rigidity is big, and tie need use split bolt, improves efficiency of construction, saves resource.
Claims (1)
1. a frame column shaper is characterized in that, comprises short column hoop and the long column hoop made with steel material, and described long and short tie is fixed together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201026786U CN201090028Y (en) | 2007-09-28 | 2007-09-28 | Commitment die for frame pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201026786U CN201090028Y (en) | 2007-09-28 | 2007-09-28 | Commitment die for frame pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201090028Y true CN201090028Y (en) | 2008-07-23 |
Family
ID=39861787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201026786U Expired - Fee Related CN201090028Y (en) | 2007-09-28 | 2007-09-28 | Commitment die for frame pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201090028Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359268A (en) * | 2011-07-22 | 2012-02-22 | 浙江博元建设股份有限公司 | Formwork supporting construction method of large-sized square column |
| CN103419276A (en) * | 2013-08-26 | 2013-12-04 | 徐州协鑫太阳能材料有限公司 | Die reinforcing device |
| CN110344586A (en) * | 2019-07-30 | 2019-10-18 | 北京首钢建设集团有限公司 | A kind of short and small concrete component formwork erection method |
-
2007
- 2007-09-28 CN CNU2007201026786U patent/CN201090028Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359268A (en) * | 2011-07-22 | 2012-02-22 | 浙江博元建设股份有限公司 | Formwork supporting construction method of large-sized square column |
| CN103419276A (en) * | 2013-08-26 | 2013-12-04 | 徐州协鑫太阳能材料有限公司 | Die reinforcing device |
| CN103419276B (en) * | 2013-08-26 | 2016-03-30 | 徐州协鑫太阳能材料有限公司 | Mould bracing means |
| CN110344586A (en) * | 2019-07-30 | 2019-10-18 | 北京首钢建设集团有限公司 | A kind of short and small concrete component formwork erection method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20100824 Address after: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee after: China MCC 22 Group Corp., Ltd. Address before: 063030 happiness Road 13, Fengrun District, Hebei, Tangshan City Patentee before: MCC Jingtang Construction Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080723 Termination date: 20120928 |