CN201802007U - Upstanding beam supporting bracket mounted on structural bottom plate - Google Patents
Upstanding beam supporting bracket mounted on structural bottom plate Download PDFInfo
- Publication number
- CN201802007U CN201802007U CN2010202947215U CN201020294721U CN201802007U CN 201802007 U CN201802007 U CN 201802007U CN 2010202947215 U CN2010202947215 U CN 2010202947215U CN 201020294721 U CN201020294721 U CN 201020294721U CN 201802007 U CN201802007 U CN 201802007U
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- CN
- China
- Prior art keywords
- column
- reversed beam
- bottom plate
- supporting bracket
- base plate
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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 - Lifetime
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Abstract
The utility model relates to an auxiliary device of a raft foundation in a high-rise building structure, particularly to an upstanding beam supporting bracket mounted on a structural bottom plate. The upstanding beam supporting bracket has a stool-shaped structure; and the stool-shaped structure comprises an upper transverse support, two upright columns and two bottom transverse supports, wherein the two ends of the upper transverse support are in cross-shaped fixed connection with the two upright columns respectively, the other ends of the two upright columns are fixedly connected with the two bottom transverse supports respectively, inclined draw bars are arranged between the upper transverse support and the upright columns respectively, and the bottom transverse supports are positioned on the steel reinforcements of the structural bottom plate. The stool-shaped upstanding beam supporting bracket is not welded with the steel reinforcements of the structural bottom plate, thereby omitting the use of the support at the inner side bottom of the foundation upstanding beam and improving the stability of the formwork. The stool-shaped upstanding beam supporting bracket is applied to the foundation bottom plate of the large-size building with remarkable economic effect.
Description
Technical field
The utility model relates to the servicing unit of raft foundation in a kind of high building structure, reversed beam holder mould bases on particularly a kind of structure base plate.
Background technology
Reversed beam template construction on the base plate of present high building structure, usual way is: adopt bar dowel to be welded on the upper strata iron of base plate reinforcing bar, this job practices promptly can not be controlled the stability that the sectional dimension of absolute altitude and template can not control template, and difficulty of construction is big, a little less than the operability.
Summary of the invention
Goal of the invention of the present utility model is that the reversed beam template construction at prior art high building structure base plate causes difficulty of construction big owing to not controlling absolute altitude, the deficiency that operability is weak, provide a kind of can control absolute altitude again can the structure base plate of control stability on reversed beam holder mould bases.
Realize above-mentioned purpose by the following technical solutions: reversed beam holder mould bases on a kind of structure base plate, described reversed beam holder mould bases is the split heads structure, this split heads structure comprises upper lateral carriage, two columns and two bottom transverse carriages, two of described upper lateral carriage is cross with column respectively and fixedlys connected, article two, the other end of column is fixedlyed connected with the bottom transverse carriage respectively, be respectively arranged with diagonal member between described upper lateral carriage and the column, the bottom transverse carriage be positioned at structure base plate reinforcing bar above.
Adopt technique scheme, compared with prior art, split heads as reversed beam holder mould bases does not weld with structure base plate muscle, save basic reversed beam inside bottom and support the stability that can improve template again, calculate by deck-siding 1.5m, support in the beam with screw thread 18 reinforcing bars, spacing 0.9m, every 10m saves reinforcing bar 36kg, and the sole plate of heavy construction structure is used split heads and supported obvious economic.
Description of drawings
Fig. 1 is that the utility model is at inboard sole plate formwork schematic diagram.
Fig. 2 is a structural representation of the present utility model.
Among the figure, upper lateral carriage 1, column 2, bottom transverse carriage 3, diagonal member 4, basic reversed beam props up die body 5, reversed beam sideline 6, fish tail and waterproof layer 7, cushion block 8, split heads body 9, base plate reinforcing bar 10.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.Present embodiment is a reversed beam holder mould bases on a kind of structure base plate, sees Fig. 2, and reversed beam holder mould bases adopts the split heads structure.This split heads structure is made up of upper lateral carriage 1, two columns 2, two bottom transverse carriages 3 and two diagonal members 4.Weld with column 2 respectively at two of upper lateral carriage 1, and the other end of column 2 (bottom) welds with bottom transverse carriage 3 respectively, in order to strengthen the pulling force of split heads, welds diagonal member 4 between upper lateral carriage 1 and two columns 2.Diagonal member 4 and upper lateral carriage 1, two columns 2 and bottom transverse carriage 3 are formed split heads bodies 9.
See Fig. 1, Fig. 2, the cross structure that the column 2 and the upper lateral carriage 1 of split heads body 9 are formed decomposes, and its outside is two relative " L " shape structures, and basic reversed beam props up die body 5 and is stuck in " L " shape structure.The column 2 of split heads body is perpendicular with reversed beam sideline 6.
Preparation method of the present utility model:
Split heads body 9 adopts the assembling form, makes the monolithic of split heads body column 2 earlier, and column 2 adopts the reinforcement fabrication of ∮ 20-25, and length is L+200, and L is the width of reversed beam.After treating that sole plate and reversed beam reinforcing bar binding are good; absolute altitude and reversed beam control line have been copied; begin to assemble split heads body 9 then; the bottom transverse carriage 3 of split heads body 9 is made in above the base plate reinforcing bar 10; 7 of base plate reinforcing bar 10 and fish tail and waterproof layers add cushion block 8, and the intensity of the thickness of cushion block 8 and use material will adhere to specification.Will be when column 2 is installed perpendicular to reversed beam sideline 6, tie with the 10# iron wire, absolute altitude welds upper lateral carriage 1 at the bottom of pressing beam on column 2, upper lateral carriage 1 adopts secondary steel 25-10 to make, and its length is L+200mm, and L is the width of reversed beam, the 200mm that upper lateral carriage 1 and column 2 have more respectively than reversed beam (100mm on one side), just in time form cross structure, its both sides are two opposing L shape structures, and basic reversed beam props up die body 6 and is stuck in the L shaped structure.At the both sides welding diagonal member 4 of column 2, at the bottom of column 2 welding bottom transverse carriage 3, form split heads body 9 at last then with upper lateral carriage 1.During construction, in whole foundation structure, use numerous split heads body to support the spacing 1.2m～1.5m of split heads body and split heads body.
Claims (3)
1. reversed beam holder mould bases on the structure base plate, it is characterized in that, described reversed beam holder mould bases is the split heads structure, this split heads structure comprises upper lateral carriage, two columns and two bottom transverse carriages, two of described upper lateral carriage is cross with column respectively and fixedlys connected, article two, the other end of column is fixedlyed connected with the bottom transverse carriage respectively, is respectively arranged with diagonal member between described upper lateral carriage and the column, the bottom transverse carriage be positioned at structure base plate reinforcing bar above.
2. reversed beam holder mould bases is characterized in that on the structure base plate according to claim 1, and described column is two relative " L " shape structures with the outside of the cross structure that the upper lateral carriage is formed, and basic reversed beam props up die body and is stuck in " L " shape structure.
3. reversed beam holder mould bases is characterized in that on the structure base plate according to claim 1, and the column of described split heads and reversed beam sideline are perpendicular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202947215U CN201802007U (en) | 2010-08-13 | 2010-08-13 | Upstanding beam supporting bracket mounted on structural bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202947215U CN201802007U (en) | 2010-08-13 | 2010-08-13 | Upstanding beam supporting bracket mounted on structural bottom plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201802007U true CN201802007U (en) | 2011-04-20 |
Family
ID=43871515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202947215U Expired - Lifetime CN201802007U (en) | 2010-08-13 | 2010-08-13 | Upstanding beam supporting bracket mounted on structural bottom plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201802007U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409844A (en) * | 2011-09-02 | 2012-04-11 | 中铁上海工程局有限公司 | Formwork support system of second sectional pier body for turnover formwork construction of pier body and construction method |
| CN105369816A (en) * | 2015-11-12 | 2016-03-02 | 山东华邦建设集团有限公司 | Formwork structure of cushion course of oblique side face of well pit foundation and construction method of formwork structure |
| CN106468101A (en) * | 2015-08-21 | 2017-03-01 | 广西建工集团第四建筑工程有限责任公司 | A kind of locating support for cast-in-place upper reversed beam side template |
-
2010
- 2010-08-13 CN CN2010202947215U patent/CN201802007U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409844A (en) * | 2011-09-02 | 2012-04-11 | 中铁上海工程局有限公司 | Formwork support system of second sectional pier body for turnover formwork construction of pier body and construction method |
| CN102409844B (en) * | 2011-09-02 | 2013-11-06 | 中铁上海工程局有限公司 | Formwork support system of second sectional pier body for turnover formwork construction of pier body and construction method |
| CN106468101A (en) * | 2015-08-21 | 2017-03-01 | 广西建工集团第四建筑工程有限责任公司 | A kind of locating support for cast-in-place upper reversed beam side template |
| CN105369816A (en) * | 2015-11-12 | 2016-03-02 | 山东华邦建设集团有限公司 | Formwork structure of cushion course of oblique side face of well pit foundation and construction method of formwork structure |
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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 |
Granted publication date: 20110420 |
|
| CX01 | Expiry of patent term |