CN201695674U - Modular cantilever concrete structure pouring framework - Google Patents
Modular cantilever concrete structure pouring framework Download PDFInfo
- Publication number
- CN201695674U CN201695674U CN2009202971758U CN200920297175U CN201695674U CN 201695674 U CN201695674 U CN 201695674U CN 2009202971758 U CN2009202971758 U CN 2009202971758U CN 200920297175 U CN200920297175 U CN 200920297175U CN 201695674 U CN201695674 U CN 201695674U
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- CN
- China
- Prior art keywords
- stand
- concrete structure
- column
- cantilever concrete
- lacing wire
- 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 - Lifetime
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Abstract
The utility model discloses a modular cantilever concrete structure pouring framework which comprises stand frames, stand frame parallel connectors, stand frame counter braces and distribution beams with stop blocks. Each stand frame comprises a counter brace seat, stand columns which are arranged by sections and a triangular truss which is arranged on the stand column. The stand column is detachably connected with the triangular truss and the stand columns which are arranged from top to bottom are detachably connected. Since the cantilever concrete structure pouring framework is modularized and standardized, the cantilever concrete structure pouring framework is suitable for pouring more cantilever concrete structures.
Description
Technical field
The utility model relates to the framework of building of cantilever concrete structure in the concrete work.
Background technology
At present, build main employing support method and the construction of carriage method for the cantilever concrete structure.Because it is identical that the specification (weight, width, length, pier shaft height) of cantilever concrete structure is difficult to, and is generally disposable use.And these two kinds of methods all need default built-in fitting on cushion cap or pier shaft, and trouble is installed, and build and finish, and framework need carry out post-processed to the place of built-in fitting after removing.
Summary of the invention
The purpose of this utility model provides a kind of framework of building of cantilever concrete structure, makes its modularization, and standardization can adapt to building of more cantilever concrete structures.
For achieving the above object, the utility model adopts following technical scheme: a kind of modular cantilever concrete structure is built framework, comprise stand, the flat connection of stand, stand is to the distribution beam of lacing wire and band block, described stand comprises the column of lacing wire seat, merogenesis setting and the English truss that column top is provided with, stand compresses lacing wire seat and pier shaft by lacing wire is reached, the stand lower end is supported on the cushion cap end face, between the column and English truss of stand, between the column of upper and lower settings, be between stand and the flat connection of stand and removably connect.
Between stand and the pier shaft lacing wire place is provided with cushion block.
The distribution beam of band block is by being connected with stand and pier shaft lacing wire, and the both sides block is stuck in the pier shaft side.
The column of stand is the more piece of different length.
Stand is a plurality of of a plurality of or spaced apart setting that is arranged side by side.
The beneficial effects of the utility model are:
(1) between the column and English truss in the stand, is between the column of upper and lower settings and adopts removably connecting of flange, make English truss, column, lacing wire, cushion block, template are fused, each component models design, standardized management, can have enough to meet the need repeated use, be applicable to that the cantilever concrete structure of various pier shaft height, various pier shaft width is built.
(2) with respect to support method and carriage method, structure is more reasonable, and is stressed clearer and more definite.With respect to the support method, do not need pier shaft built-in fitting and cushion cap built-in fitting; With respect to the carriage method, vertical force can be passed on the cushion cap, make structure safer.
(3) making, processing, transportation, installation, dismounting etc. are convenient, flexible, and technology is simple, and speed of application is fast.
(4) to drawing, column lower end is bearing in the cushion cap end face to lacing wire in the column use, avoids default built-in fitting on pier shaft or cushion cap.
(5) improve the utilization rate of material, reduced cost, saved fund.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the vertical view of Fig. 1.
The specific embodiment
Build framework by a kind of modular cantilever concrete structure illustrated in figures 1 and 2, comprise the stand 11 that is arranged at pier shaft 12 both sides in pairs, described each stand 11 includes the English truss 3 that column 6 that merogenesis up and down is provided with and column 6 tops are provided with, between the column 6 and English truss 3 in the stand 11, all removably connect by flange 10 between the column 6 of merogenesis setting up and down.All be connected with lacing wire 9 between the relative column 6 and between the relative English truss 3 in the stand 11.Wherein between the English truss 3 to lacing wire 9 be anchored at English truss 3 tops on the lacing wire seat 4, use the flat connection 7 of stand to connect between each English truss 3, the flat connection 7 of stand adopts pin joint with 3 of English trusses, installs and removes with convenient.The distribution beam 5 of band block is installed in the montant outside of English truss 3, and the block of distribution beam 5 two ends is stuck in the both sides of pier shaft 12.On the column 6 and pier shaft 12 between be provided with cushion block 8.Stand 11 tops are provided with support and template 2.
Set up post 6 in pier shaft 12 both sides, establish English truss 3, bear its upper cantilever concrete structure 1, use lacing wire 9 is compressed two side stands 11 with pier shaft 12, connect on column 6 tops.Concrete sequence of construction is as follows:
After cushion cap 13, pier shaft 12 constructions are finished, column 6 is installed, is used between pier shaft two heel posts 6 lacing wire 9 is connected, and, make it to be connected as a single entity with pier shaft 12 with cushion block 8 and pier shaft 12 jam-packeds on cushion cap 13 tops.Push up following correct position (deciding) with column 6 spreadings to pier always, connect with flange between two columns 6 up and down according to the height of support and template 2.Behind English truss 3 hoisted in position, is connected with the column 6 of spreading before with flange 10, and uses lacing wire 9 at tip position and bottom position drawing, usefulness cushion block 8 and pier shaft 12 jam-packeds make it to be connected as a single entity with pier shaft 12.After the required English truss 3 equal installations, the distribution beam 5 of mounting strap block and stand are flat again joins 7.After finishing, assembling support and template 2 are built cantilever concrete structure 1.The utility model is not limited to above-mentioned form, the column 6 of stand 11 can be set to the more piece different length, freely form differing heights, certainly, stand 11 also can be arranged side by side in pier shaft 12 both sides as required and a plurality of or spaced apartly a plurality of and adjacent two stands 11 are set can connect by the flat connection 7 of stand.
Claims (5)
1. a modular cantilever concrete structure is built framework, comprise stand, the flat connection of stand, stand is to the distribution beam of lacing wire and band block, described stand comprises the column of lacing wire seat, merogenesis setting and the English truss that column top is provided with, stand is by to lacing wire and lacing wire seat and pier shaft are compressed, and the stand lower end is supported on the cushion cap end face, it is characterized in that: between the column and English truss of stand, between the column of upper and lower settings, stand and stand be between putting down and joining and removably connect.
2. modular cantilever concrete structure as claimed in claim 1 is built framework, it is characterized in that: between stand and the pier shaft lacing wire place is provided with cushion block.
3. modular cantilever concrete structure as claimed in claim 1 is built framework, it is characterized in that: the distribution beam of band block is by being connected with stand and pier shaft lacing wire, and the both sides block is stuck in the pier shaft side.
4. modular cantilever concrete structure as claimed in claim 1 is built framework, it is characterized in that: the column of stand is the more piece of different length.
5. modular cantilever concrete structure as claimed in claim 1 or 2 is built framework, it is characterized in that: stand is a plurality of of a plurality of or spaced apart setting that is arranged side by side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202971758U CN201695674U (en) | 2009-12-23 | 2009-12-23 | Modular cantilever concrete structure pouring framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202971758U CN201695674U (en) | 2009-12-23 | 2009-12-23 | Modular cantilever concrete structure pouring framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201695674U true CN201695674U (en) | 2011-01-05 |
Family
ID=43396913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202971758U Expired - Lifetime CN201695674U (en) | 2009-12-23 | 2009-12-23 | Modular cantilever concrete structure pouring framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201695674U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296806A (en) * | 2011-05-25 | 2011-12-28 | 中油吉林化建工程有限公司 | Industrial plant template support structure for steel truss tool type concrete framework |
| CN102425141A (en) * | 2011-08-25 | 2012-04-25 | 中国水电顾问集团华东勘测设计研究院 | Large cantilever superposing member and construction method thereof |
| CN111088760A (en) * | 2019-12-26 | 2020-05-01 | 中交武汉港湾工程设计研究院有限公司 | Large-height large-cantilever concrete structure prefabricated construction support and installation method thereof |
| CN114481845A (en) * | 2022-01-25 | 2022-05-13 | 内蒙古路桥集团有限责任公司 | Table cap bracket type construction method |
-
2009
- 2009-12-23 CN CN2009202971758U patent/CN201695674U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296806A (en) * | 2011-05-25 | 2011-12-28 | 中油吉林化建工程有限公司 | Industrial plant template support structure for steel truss tool type concrete framework |
| CN102425141A (en) * | 2011-08-25 | 2012-04-25 | 中国水电顾问集团华东勘测设计研究院 | Large cantilever superposing member and construction method thereof |
| CN102425141B (en) * | 2011-08-25 | 2014-08-13 | 中国水电顾问集团华东勘测设计研究院 | Large cantilever superposing member and construction method thereof |
| CN111088760A (en) * | 2019-12-26 | 2020-05-01 | 中交武汉港湾工程设计研究院有限公司 | Large-height large-cantilever concrete structure prefabricated construction support and installation method thereof |
| CN114481845A (en) * | 2022-01-25 | 2022-05-13 | 内蒙古路桥集团有限责任公司 | Table cap bracket type construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110105 |