CN204024046U - A kind of asymmetric cylinder and beam tubular joint formwork erection system - Google Patents
A kind of asymmetric cylinder and beam tubular joint formwork erection system Download PDFInfo
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- CN204024046U CN204024046U CN201420407925.3U CN201420407925U CN204024046U CN 204024046 U CN204024046 U CN 204024046U CN 201420407925 U CN201420407925 U CN 201420407925U CN 204024046 U CN204024046 U CN 204024046U
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- column
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- formwork erection
- erection system
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Abstract
The utility model discloses a kind of asymmetric cylinder and beam tubular joint formwork erection system, comprise column-form, concrete column, beam side, beam bottom board, wooden a tree, used in making timber for boats back cord, Ω type band steel hoop, described column-form is positioned in formwork erection system, described concrete column is positioned at the lower end of column-form, described beam side is in the downside of column-form, described beam bottom board is clipped in beam side, and described wooden a tree, used in making timber for boats back cord is reinforced in the outside of column-form, and described Ω type band steel hoop is positioned at the outside of wooden a tree, used in making timber for boats back cord.The utility model ensures formwork edge joint quality effectively, improves the concrete impression quality of bean column node, simple and efficient to handle, and the installation can carrying out bean column node template is fast fixed, and improves installation effectiveness greatly.
Description
Technical field
The utility model relates to asymmetric cylinder and girder construction form field, is specially a kind of asymmetric cylinder and beam tubular joint formwork erection system.
Background technology
Cylinder and beam connecting node formwork erection, usually adopt loose spelling in bulk, template batten be combined into circular arc, then reinforce with wooden a tree, used in making timber for boats.Adopt above method, not only waste time and energy and also there is larger hidden danger of quality, its formwork edge joint quality and formwork integral stress performance can not be ensured because loose spelling is in bulk, spillage problem is easily there is in concreting process, and loose spelling formwork reinforcement system operation easier in bulk is large, efficiency of construction is low, is difficult to the design radian ensureing cylinder, affects presentation quality and the stress performance of cylinder.
Utility model content
The utility model is solve asymmetric cylinder and beam tubular joint formwork reinforcement to operate difficulty, problem that efficiency of construction is low, provides a kind of and ensures construction quality, improves efficiency of construction and the asymmetric cylinder of the technique that simplifies the operation and beam tubular joint formwork erection system.
The technical problem that the utility model solves realizes by the following technical solutions:
A kind of asymmetric cylinder and beam tubular joint formwork erection system, comprise column-form, concrete column, beam side, beam bottom board, wooden a tree, used in making timber for boats back cord, Ω type band steel hoop, described column-form is positioned in formwork erection system, described concrete column is positioned at the lower end of column-form, described beam side is in the downside of column-form, described beam bottom board is clipped in beam side, and described wooden a tree, used in making timber for boats back cord is reinforced in the outside of column-form, and described Ω type band steel hoop is positioned at the outside of wooden a tree, used in making timber for boats back cord.
As preferably, described column-form adopts two pieces of semicircle template splicings, and edge joint position design double buckle structure.
As preferably, described beam side folder beam bottom board, column-form pressure beam side.
As preferably, the course of work of described formwork erection system is by two pieces of semi-circular cylindrical template splicings and is inserted on shaping concrete column, column-form and concrete column lap length are advisable at 30cm, overlap arranges one Ω type band steel hoop, band steel hoop adopts fastened by screw, contrast beam section position after column-form installation to cut out beam column and intersect interface, during template splicing, beam side folder beam bottom board, column-form pressure beam side, column-form adopts wooden a tree, used in making timber for boats back cord to reinforce, wood a tree, used in making timber for boats back cord increases band steel hoop outward, spacing is arranged by Force Calculation requirement, band steel hoop is through beam side, and use fastened by screw.
The utility model ensures formwork edge joint quality effectively, improves the concrete impression quality of bean column node, simple and efficient to handle, and the installation can carrying out bean column node template is fast fixed, and improves installation effectiveness greatly.
Accompanying drawing explanation
Fig. 1 is top view of the present utility model.
Fig. 2 is lateral view of the present utility model.
Fig. 3 is column-form piece double buckle constructional drawing of the present utility model.
Detailed description of the invention
In order to make actualizing technology means of the present utility model, creation characteristic, reach object and effect is easy to understand, below in conjunction with concrete diagram, set forth the utility model further.
As Figure 1-3, a kind of asymmetric cylinder and beam tubular joint formwork erection system, comprise column-form 1, concrete column 2, beam side 3, beam bottom board 4, wooden a tree, used in making timber for boats back cord 5, Ω type band steel hoop 6, described column-form 1 is positioned in formwork erection system, described concrete column 2 is positioned at the lower end of column-form 1, described beam side 3 is in the downside of column-form 1, described beam bottom board 4 is clipped in beam side 3, described wooden a tree, used in making timber for boats back cord 5 is reinforced in the outside of column-form 1, and described Ω type band steel hoop 6 is positioned at the outside of wooden a tree, used in making timber for boats back cord 5.
As preferably, described column-form 1 adopts two pieces of semicircle template splicings, and edge joint position design double buckle structure.
As preferably, described beam side 3 presss from both sides beam bottom board 4, and column-form 1 presses beam side 3.
As preferably, the course of work of described formwork erection system two pieces of semi-circular cylindrical templates 1 is spliced and is inserted on shaping concrete column 2, column-form 1 and concrete column 2 lap length are advisable at 30cm, overlap arranges one Ω type band steel hoop 6, band steel hoop adopts fastened by screw, contrast beam section position after column-form 1 installation to cut out beam column and intersect interface, during template splicing, beam side 3 presss from both sides beam bottom board 4, column-form 1 presses beam side 3, column-form 1 adopts wooden a tree, used in making timber for boats back cord 5 to reinforce, wood a tree, used in making timber for boats back cord 5 is outer increases band steel hoop 6, spacing is arranged by Force Calculation requirement, band steel hoop 6 is through beam side 3, and use fastened by screw.
The utility model ensures formwork edge joint quality effectively, improves the concrete impression quality of bean column node, simple and efficient to handle, and the installation can carrying out bean column node template is fast fixed, and improves installation effectiveness greatly.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.Claimed scope of the present utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. an asymmetric cylinder and beam tubular joint formwork erection system, it is characterized in that: comprise column-form, concrete column, beam side, beam bottom board, wooden a tree, used in making timber for boats back cord, Ω type band steel hoop, described column-form is positioned in formwork erection system, described concrete column is positioned at the lower end of column-form, described beam side is in the downside of column-form, described beam bottom board is clipped in beam side, and described wooden a tree, used in making timber for boats back cord is reinforced in the outside of column-form, and described Ω type band steel hoop is positioned at the outside of wooden a tree, used in making timber for boats back cord.
2. the asymmetric cylinder of one according to claim 1 and beam tubular joint formwork erection system, is characterized in that: described column-form adopts two pieces of semicircle template splicings, and edge joint position design double buckle structure.
3. the asymmetric cylinder of one according to claim 1 and beam tubular joint formwork erection system, is characterized in that: described beam side folder beam bottom board, column-form pressure beam side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420407925.3U CN204024046U (en) | 2014-07-23 | 2014-07-23 | A kind of asymmetric cylinder and beam tubular joint formwork erection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420407925.3U CN204024046U (en) | 2014-07-23 | 2014-07-23 | A kind of asymmetric cylinder and beam tubular joint formwork erection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204024046U true CN204024046U (en) | 2014-12-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420407925.3U Expired - Fee Related CN204024046U (en) | 2014-07-23 | 2014-07-23 | A kind of asymmetric cylinder and beam tubular joint formwork erection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204024046U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563495A (en) * | 2015-02-11 | 2015-04-29 | 北京天恒建设工程有限公司 | Special-shaped beam column node template and engineering template equipping method thereof |
| CN107060083A (en) * | 2017-06-08 | 2017-08-18 | 天津住宅集团建设工程总承包有限公司 | Cylinder with large diameter spells mould construction method with girder connection |
| CN114263345A (en) * | 2021-12-17 | 2022-04-01 | 中国华冶科工集团有限公司 | Beam column node template |
-
2014
- 2014-07-23 CN CN201420407925.3U patent/CN204024046U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563495A (en) * | 2015-02-11 | 2015-04-29 | 北京天恒建设工程有限公司 | Special-shaped beam column node template and engineering template equipping method thereof |
| CN107060083A (en) * | 2017-06-08 | 2017-08-18 | 天津住宅集团建设工程总承包有限公司 | Cylinder with large diameter spells mould construction method with girder connection |
| CN107060083B (en) * | 2017-06-08 | 2019-03-12 | 天津住宅集团建设工程总承包有限公司 | Cylinder with large diameter and girder connection spell mould construction method |
| CN114263345A (en) * | 2021-12-17 | 2022-04-01 | 中国华冶科工集团有限公司 | Beam column node template |
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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: 20141217 Termination date: 20210723 |
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| CF01 | Termination of patent right due to non-payment of annual fee |