CN2276533Y - Encased truss - Google Patents
Encased truss Download PDFInfo
- Publication number
- CN2276533Y CN2276533Y CN 96240009 CN96240009U CN2276533Y CN 2276533 Y CN2276533 Y CN 2276533Y CN 96240009 CN96240009 CN 96240009 CN 96240009 U CN96240009 U CN 96240009U CN 2276533 Y CN2276533 Y CN 2276533Y
- Authority
- CN
- China
- Prior art keywords
- sides
- truss
- template
- reinforcing bar
- mould
- 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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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a mould-supporting truss of steel reinforced concrete plates used for the construction of pier (stand). The utility model is composed of a set of lateral and diagonal auxiliary reinforced bars which are weld on a reinforced bar in an interval of 1.5 m, mould plates arranged at both sides of the reinforced bar, vertical channel steels and longitudinal channel steels which are separately arranged at both sides of the mould plates. The mould-supporting truss can ensure the surface smoothness and verticality of the concrete and accelerate the construction progress.
Description
The utility model relates to a kind of formwork truss, belongs to the template of the special part usefulness of building
Conventional now foot bridge formwork support arrangement overall fixed system employing diagonal brace and backguy are fixed and are adjusted, and diagonal brace and backguy be globality and not really stable fixedly, and it is loaded down with trivial details to construct, and efficient is low.
The purpose of this utility model provides a kind of reinforcing bar that designs itself and adds the formwork truss that auxiliary reinforcement is formed.Can guarantee the planeness and the verticality of the concrete surface of building with this formwork truss, and accelerate speed of application greatly.
The purpose of this utility model is realized by following structure: on design reinforcing bar (1), every interval 1.5m adds weldering one group of horizontal and oblique auxiliary reinforcement (2), (3), and they and both sides design reinforcing bar (1) welded together have been formed truss.Load onto template (4) in design reinforcing bar (1) both sides, template (4) both sides refill vertical channel-section steel (5) and transverse channel steels (6) successively at interval, are equipped with the bolt (7) that passes template (4) between the both sides transverse channel steels (6).
The triangle scaffold (8) of standing for the people also is installed on the top of formwork truss.
The utility model has the advantages that: the efficiency of construction height, whole truss easy accessibility has been saved the material of many traditional scaffolds.The formwork truss can guarantee that the concrete quality of building, particularly thickness of protection tier can fully meet the demands.
Accompanying drawing is explained:
Fig. 1 is the A-A sectional drawing of formwork truss;
Fig. 2 is the left hand view of formwork truss;
Embodiment:
As shown in Figure 1 and Figure 2: on design reinforcing bar (1), every interval 1.5m adds weldering four horizontal auxiliary reinforcements (2) and three oblique auxiliary reinforcements (3), and two horizontal auxiliary reinforcements (2) spacing is 0.9m, whole rise of a truss 2.7m.Install template (4) in design reinforcing bar (1) both sides, template (4) both sides are installed vertical channel-section steel (5) at interval, and outwards four transverse channel steels (6) are installed in both sides again.Be equipped with the bolt (7) that passes template (4) between every pair of transverse channel steels (6).The triangle scaffold (8) of standing for the people is installed on formwork truss top.
Claims (2)
1, formwork truss, assemble by channel-section steel, reinforcing bar, template, it is characterized in that on design reinforcing bar (1), every interval 1.5m adds weldering one group of horizontal and oblique auxiliary reinforcement (2), (3), they and both sides design reinforcing bar (1) welded together have been formed truss, load onto template (4) in design reinforcing bar (1) both sides, template (4) both sides refill vertical channel-section steel (5) and transverse channel steels (6) successively at interval, are equipped with the bolt (7) that passes template (4) between the both sides transverse channel steels (6).
2, formwork truss according to claim 1 is characterized in that the triangle scaffold (8) of standing for the work people is also installed on the top of formwork truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 96240009 CN2276533Y (en) | 1996-09-27 | 1996-09-27 | Encased truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 96240009 CN2276533Y (en) | 1996-09-27 | 1996-09-27 | Encased truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2276533Y true CN2276533Y (en) | 1998-03-18 |
Family
ID=33914906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 96240009 Expired - Fee Related CN2276533Y (en) | 1996-09-27 | 1996-09-27 | Encased truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2276533Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100348816C (en) * | 2005-12-15 | 2007-11-14 | 杨秋利 | Form and position apparatus for form |
| CN102587643A (en) * | 2012-03-28 | 2012-07-18 | 北京安德固脚手架工程有限公司 | Large-tonnage long-stroke cylinder jacking formwork |
| CN103487023A (en) * | 2013-09-29 | 2014-01-01 | 长江三峡勘测研究院有限公司（武汉） | Long-distance and high-precision height transmission alignment sighting board |
-
1996
- 1996-09-27 CN CN 96240009 patent/CN2276533Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100348816C (en) * | 2005-12-15 | 2007-11-14 | 杨秋利 | Form and position apparatus for form |
| CN102587643A (en) * | 2012-03-28 | 2012-07-18 | 北京安德固脚手架工程有限公司 | Large-tonnage long-stroke cylinder jacking formwork |
| CN103487023A (en) * | 2013-09-29 | 2014-01-01 | 长江三峡勘测研究院有限公司（武汉） | Long-distance and high-precision height transmission alignment sighting board |
| CN103487023B (en) * | 2013-09-29 | 2016-05-25 | 长江三峡勘测研究院有限公司（武汉） | Board is sighted in the transmission of long distance and high precision elevation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |