CN203531390U - Keel for fixing ring beam template of filling wall - Google Patents
Keel for fixing ring beam template of filling wall Download PDFInfo
- Publication number
- CN203531390U CN203531390U CN201320706744.6U CN201320706744U CN203531390U CN 203531390 U CN203531390 U CN 203531390U CN 201320706744 U CN201320706744 U CN 201320706744U CN 203531390 U CN203531390 U CN 203531390U
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- China
- Prior art keywords
- keel
- wall
- ring beam
- template
- beam template
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- 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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Abstract
The utility model relates to a keel for fixing a ring beam template of a filling wall. During construction of marshalling the filling wall, a reinforced concrete horizontal beam (ring beam) connected with a post should be arranged at half height of the wall and penetrate out of the wall along the total length of the wall when the wall height is over 4 meters, therefore, the integrity of a building is improved, crush resistance and shear strength of a marshalling structure are further enhanced, vibration load is resisted, and horizontal load is transferred. Wall holes are easily generated according to the traditional through-wall reinforcement method, workload is increased due to reinforcement and disassembly, and construction period is restricted. The keel comprises a transverse wood keel (1), wherein the two ends of the transverse wood keel (1) are respectively and fixedly connected with vertical wood keels (2) to form an n-shaped wood keel, the n-shaped wood keel is installed at the outer edge of the ring beam templates on the two sides of the ring beam, and step-by-step fastening bars (4) are arranged on the vertical wood keels above the ring beam template and used for reinforcing step by step. The keel is used for fixing the ring beam template of the filling wall.
Description
technical field:
the utility model relates to a kind of for the fixing keel of filled wall ring beam template.
background technology:
in Wall Structure Filled with Masonry construction, when wall height surpasses 4 meters, body of wall half is high should arrange the steel concrete horizontal beam (being collar tie beam) that is connected with post and connects along wall total length.Improve like this globality of building, also improve resistance to compression and the shear strength of masonry structure, opposing vibrations load and transmission horizontal loading.But conventional reinforcing method through walls is easy to cause body of wall hole, reinforces and removes and all strengthened workload simultaneously, the restriction construction period.
utility model content:
the purpose of this utility model is to provide a kind of for the fixing keel of filled wall ring beam template.
above-mentioned object realizes by following technical scheme:
a kind of for the fixing keel of filled wall ring beam template, its composition comprises: beam bar keel, the two ends of described beam bar keel are affixed with perpendicular flitch keel respectively, form the flitch keel of n font, described n shaped wood bar keel is arranged on the outward flange of the ring beam template of collar tie beam both sides, on the perpendicular flitch keel above described ring beam template, the step fastener for reinforce is step by step installed.
beneficial effect:
1. with respect to traditional construction method, the utility model can greatly be raised labour efficiency in work progress, cost-saving, reduction of erection time, guarantees wall quality simultaneously.
2. the utility model has the advantage of: draw materials conveniently, make simple; Guarantee body of wall presentation quality under collar tie beam, do not occur hole; Be convenient to peace and tear open, high efficiency.
3. construction method of the present utility model is as follows: as shown in Figure 1, by ready horizontal, vertical flitch keel, be nailed together (gross thickness that horizontal keel should be considered collar tie beam width and template), general horizontal keel height is apart from collar tie beam top 200mm, and centre keel lower end surpasses ring beam template base 100mm.Also can select according to actual needs.The keel installation of making, on ring beam template, is evenly arranged by certain spacing.Locate postpone, at mouthful place, ring beam template top, adopt step fastener that the centre keel of template both sides is clamped step by step.Meet design requirement to sectional dimension, and firm safety.After completing, just can prepare to build collar tie beam concrete.The design has improved the operating efficiency that ring beam template is reinforced greatly, avoids collar tie beam bottom body of wall to cause Appearance quality defect simultaneously.
accompanying drawing explanation:
accompanying drawing 1 is structural representation of the present utility model.In figure, 5 is filled wall, and 6 is collar tie beam.
installation site schematic diagram when accompanying drawing 2 is the utility model use.
the specific embodiment:
embodiment 1:
a kind of for the fixing keel of filled wall ring beam template, its composition comprises: beam bar keel 1, the two ends of described beam bar keel are affixed with perpendicular flitch keel 2 respectively, form the flitch keel of n font, described n shaped wood bar keel is arranged on the outward flange of the ring beam template 3 of collar tie beam both sides, on the perpendicular flitch keel above described ring beam template, the step fastener 4 for reinforce is step by step installed.
embodiment 2:
described for the fixing keel of filled wall ring beam template, mainly by flitch, step fastener, formed.With two long flitches, short flitch and nail, according to the width of masonry panel, make the flitch keel of n font, flitch keel n font end opening is installed on to the template outward flange (not needing to be fixed on body of wall) of collar tie beam both sides, apart from collar tie beam top, maintain a certain distance, install after flitch keel, at collar tie beam top, adopt step fastener to reinforce firm.
Claims (1)
1. one kind for the fixing keel of filled wall ring beam template, its composition comprises: beam bar keel, it is characterized in that: the two ends of described beam bar keel are affixed with perpendicular flitch keel respectively, form the flitch keel of n font, described n shaped wood bar keel is arranged on the outward flange of the ring beam template of collar tie beam both sides, on the perpendicular flitch keel above described ring beam template, the step fastener for reinforce is step by step installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320706744.6U CN203531390U (en) | 2013-11-10 | 2013-11-10 | Keel for fixing ring beam template of filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320706744.6U CN203531390U (en) | 2013-11-10 | 2013-11-10 | Keel for fixing ring beam template of filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203531390U true CN203531390U (en) | 2014-04-09 |
Family
ID=50417614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320706744.6U Expired - Fee Related CN203531390U (en) | 2013-11-10 | 2013-11-10 | Keel for fixing ring beam template of filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203531390U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113503021A (en) * | 2021-07-07 | 2021-10-15 | 中建八局南方建设有限公司 | Construction method of drilling bolt fastener type formwork support system |
-
2013
- 2013-11-10 CN CN201320706744.6U patent/CN203531390U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113503021A (en) * | 2021-07-07 | 2021-10-15 | 中建八局南方建设有限公司 | Construction method of drilling bolt fastener type formwork support system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 Termination date: 20141110 |
|
| EXPY | Termination of patent right or utility model |