CN109457979A - Prefabricated board lifts rock-steady structure and method - Google Patents
Prefabricated board lifts rock-steady structure and method Download PDFInfo
- Publication number
- CN109457979A CN109457979A CN201811586594.3A CN201811586594A CN109457979A CN 109457979 A CN109457979 A CN 109457979A CN 201811586594 A CN201811586594 A CN 201811586594A CN 109457979 A CN109457979 A CN 109457979A
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- China
- Prior art keywords
- prefabricated board
- jacking
- lifts
- rock
- framed bent
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides a kind of prefabricated board lifting rock-steady structure and methods, the present invention is available when prefabricated board independently supports and is not able to satisfy its requirement for height, framed bent steel pipe on the outside of precast beam prepares jacking, crossbeam is configured on jacking, it is made to link into an integrated entity, jacking extends at the absolute altitude of prefabricated board bottom height, the full hall scaffold set up needed for saving in traditional handicraft and take tear framed bent open needed for the time, saved cost and shortened the duration.The present invention can shorten the construction period under the premise of guaranteeing safety and quality, reduce cost.
Description
Technical field
The present invention relates to a kind of prefabricated board lifting rock-steady structure and methods.
Background technique
Existing prefabricated board lifts rock-steady structure, is all using the support construction for being independently used for prefabricated board, this support knot
The setting of structure will lead to construction period length, problem at high cost.
Summary of the invention
The purpose of the present invention is to provide a kind of prefabricated board lifting rock-steady structure and methods, are able to solve existing prefabricated board
Support construction existing for the construction period is long, problem at high cost.
To solve the above problems, the present invention provides a kind of prefabricated board lifting rock-steady structure, comprising:
It is set to the framed bent steel pipe of the support precast beam in the outside of precast beam；
It is connected to the jacking of the framed bent steel pipe top；
The crossbeam being connected on the jacking, the cross beam support is in the lower part of prefabricated board.
Further, in said structure, it between the gap of the lower part of the crossbeam and the prefabricated board, is additionally provided with and carves
Shape wood particle.
Further, in said structure, the adjusting bolt of jacking length is provided on the jacking.
Further, in said structure, the prefabricated board SP is prestressed cored slab.
Further, in said structure, the horizontal spacing between adjacent crossbeam is no more than 0.8 meter.
Another side according to the present invention provides a kind of prefabricated board lifting antihunt means, comprising:
In the framed bent steel pipe of the outside of precast beam setting support precast beam；
Jacking is connected in the framed bent steel pipe top；
The connecting cross beam on the jacking, the cross beam support is in the lower part of prefabricated board.
Further, in the above-mentioned methods, the connecting cross beam on the jacking, the cross beam support is in the lower part of prefabricated board
Later, further includes:
Wedge wood particle is set between the gap of the lower part of the crossbeam and the prefabricated board.
Further, in the above-mentioned methods, after the framed bent steel pipe top connects jacking, further includes:
The adjusting bolt of jacking length is provided on the jacking.
Further, in the above-mentioned methods, the prefabricated board SP is prestressed cored slab.
Further, in the above-mentioned methods, on the jacking in connecting cross beam,
The horizontal spacing between adjacent crossbeam is set to be no more than 0.8 meter.
Compared with prior art, the present invention is available when prefabricated board independently supports and is not able to satisfy its requirement for height, prefabricated
Framed bent steel pipe on the outside of beam prepares jacking, configures crossbeam on jacking, so that it is linked into an integrated entity, jacking extends to prefabricated board bottom height
Absolute altitude at, the full hall scaffold set up needed for saving in traditional handicraft and take tear framed bent open needed for the time, saved cost
And shorten the duration.The present invention can shorten the construction period under the premise of guaranteeing safety and quality, reduce cost.
Detailed description of the invention
Fig. 1 is the schematic diagram of the prefabricated board lifting rock-steady structure of one embodiment of the invention.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
As shown in Figure 1, the present invention provides a kind of prefabricated board lifting rock-steady structure, comprising:
It is set to the framed bent steel pipe 2 of the support precast beam in the outside of precast beam 1；
It is connected to the jacking 3 at 2 top of framed bent steel pipe；
The crossbeam 4 being connected on the jacking 3, the crossbeam 4 are supported in the lower part of prefabricated board 5.
Here, the precast beam can be PC beam.
The present invention is available when prefabricated board independently supports and is not able to satisfy its requirement for height, the framed bent steel pipe on the outside of precast beam
Jacking is prepared, crossbeam is configured on jacking, so that it is linked into an integrated entity, jacking extends at the absolute altitude of prefabricated board bottom height, saves
The full hall scaffold set up needed in traditional handicraft and take tear framed bent open needed for the time, saved cost and shortened the duration.This
Invention can shorten the construction period under the premise of guaranteeing safety and quality, reduce cost.
In prefabricated board lifting one embodiment of rock-steady structure of the invention, the gap of the lower part of the crossbeam and the prefabricated board
Between, it is additionally provided with wedge wood particle.
Here, being embedded in adjustment plate horizontal position using wedge wood particle, do not adjusted using crowbar directly, in order to avoid there are edges of boards
Damage.
In prefabricated board lifting one embodiment of rock-steady structure of the invention, the adjusting spiral shell of jacking length is provided on the jacking
Bolt.
Here, framed bent steel pipe precast beam on the outside of available when prefabricated board independently supports and is not able to satisfy its requirement for height
Jacking is prepared, crossbeam is configured on jacking, so that it is linked into an integrated entity, be adjusted to using bolt at the absolute altitude of prefabricated board bottom height.
In prefabricated board lifting one embodiment of rock-steady structure of the invention, the prefabricated board SP is prestressed cored slab.
Here, flexibility is bigger using SP prestressed cored slab, be able to satisfy to the punching of plate, be open, plate end cantilever or
There are a variety of situations such as larger concentrated stress load requirement.
In prefabricated board lifting one embodiment of rock-steady structure of the invention, the horizontal spacing between adjacent crossbeam is no more than
0.8 meter, to guarantee the stability to the lower support of prefabricated board.
Another side according to the present invention provides a kind of prefabricated board lifting antihunt means, comprising:
In the framed bent steel pipe of the outside of precast beam setting support precast beam；
Jacking is connected in the framed bent steel pipe top；
The connecting cross beam on the jacking, the cross beam support is in the lower part of prefabricated board.
Here, the precast beam can be PC beam.
The present invention is available when prefabricated board independently supports and is not able to satisfy its requirement for height, the framed bent steel pipe on the outside of precast beam
Jacking is prepared, crossbeam is configured on jacking, so that it is linked into an integrated entity, jacking extends at the absolute altitude of prefabricated board bottom height, saves
The full hall scaffold set up needed in traditional handicraft and take tear framed bent open needed for the time, saved cost and shortened the duration.This
Invention can shorten the construction period under the premise of guaranteeing safety and quality, reduce cost.
Further, in the above-mentioned methods, the connecting cross beam on the jacking, the cross beam support is in the lower part of prefabricated board
Later, further includes:
Wedge wood particle is set between the gap of the lower part of the crossbeam and the prefabricated board.
Here, being embedded in adjustment plate horizontal position using wedge wood particle, do not adjusted using crowbar directly, in order to avoid there are edges of boards
Damage.
Further, in the above-mentioned methods, after the framed bent steel pipe top connects jacking, further includes:
The adjusting bolt of jacking length is provided on the jacking.
Here, framed bent steel pipe precast beam on the outside of available when prefabricated board independently supports and is not able to satisfy its requirement for height
Jacking is prepared, crossbeam is configured on jacking, so that it is linked into an integrated entity, be adjusted to using bolt at the absolute altitude of prefabricated board bottom height.
Further, in the above-mentioned methods, the prefabricated board SP is prestressed cored slab.
Here, flexibility is bigger using SP prestressed cored slab, be able to satisfy to the punching of plate, be open, plate end cantilever or
There are a variety of situations such as larger concentrated stress load requirement.
Further, in the above-mentioned methods, on the jacking in connecting cross beam,
It sets the horizontal spacing between adjacent crossbeam to be no more than 0.8 meter, to guarantee the lower support to prefabricated board
Stability.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention
And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it
Interior, then the invention is also intended to include including these modification and variations.
Claims (10)
1. a kind of prefabricated board lifts rock-steady structure characterized by comprising
It is set to the framed bent steel pipe of the support precast beam in the outside of precast beam；
It is connected to the jacking of the framed bent steel pipe top；
The crossbeam being connected on the jacking, the cross beam support is in the lower part of prefabricated board.
2. prefabricated board as described in claim 1 lifts rock-steady structure, which is characterized in that under the crossbeam and the prefabricated board
Between the gap in portion, it is additionally provided with wedge wood particle.
3. prefabricated board as described in claim 1 lifts rock-steady structure, which is characterized in that be provided with jacking length on the jacking
Adjusting bolt.
4. prefabricated board as described in claim 1 lifts rock-steady structure, which is characterized in that the prefabricated board SP is pre-stress hollow
Plate.
5. prefabricated board as described in claim 1 lifts rock-steady structure, which is characterized in that the horizontal spacing between adjacent crossbeam
No more than 0.8 meter.
6. a kind of prefabricated board lifts antihunt means characterized by comprising
In the framed bent steel pipe of the outside of precast beam setting support precast beam；
Jacking is connected in the framed bent steel pipe top；
The connecting cross beam on the jacking, the cross beam support is in the lower part of prefabricated board.
7. prefabricated board as claimed in claim 6 lifts antihunt means, which is characterized in that the connecting cross beam on the jacking, institute
Cross beam support is stated after the lower part of prefabricated board, further includes:
Wedge wood particle is set between the gap of the lower part of the crossbeam and the prefabricated board.
8. prefabricated board as claimed in claim 6 lifts antihunt means, which is characterized in that connect and push up in the framed bent steel pipe top
After support, further includes:
The adjusting bolt of jacking length is provided on the jacking.
9. prefabricated board as claimed in claim 6 lifts antihunt means, which is characterized in that the prefabricated board SP is pre-stress hollow
Plate.
10. prefabricated board as claimed in claim 6 lifts antihunt means, which is characterized in that on the jacking in connecting cross beam,
The horizontal spacing between adjacent crossbeam is set to be no more than 0.8 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811586594.3A CN109457979A (en) | 2018-12-25 | 2018-12-25 | Prefabricated board lifts rock-steady structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811586594.3A CN109457979A (en) | 2018-12-25 | 2018-12-25 | Prefabricated board lifts rock-steady structure and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109457979A true CN109457979A (en) | 2019-03-12 |
Family
ID=65615049
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811586594.3A Pending CN109457979A (en) | 2018-12-25 | 2018-12-25 | Prefabricated board lifts rock-steady structure and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109457979A (en) |
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|---|---|---|---|---|
| DE3048043A1 (en) * | 1980-12-19 | 1982-07-15 | Österreichische Doka Schalungs- und Gerüstungstechnik GmbH, 3300 Amstetten | Ceiling formwork support structure - has folding legs swinging and set at angle round telescopic upright |
| CN202380722U (en) * | 2011-12-31 | 2012-08-15 | 青建集团股份公司 | Steel tube formwork supporting system |
| CN204663030U (en) * | 2015-04-17 | 2015-09-23 | 中国十七冶集团有限公司 | Assembled-type house precast floor slab installation sectional shelf-unit |
| CN105442833A (en) * | 2015-12-30 | 2016-03-30 | 大连三川建筑科技有限公司 | Cast-in-situ template reinforcing device of T-shaped connection position between external assembly walls and internal cast-in-situ wall |
| CN106284985A (en) * | 2016-09-09 | 2017-01-04 | 五冶集团上海有限公司 | A kind of Formwork Installation Method of reserved post-cast strip |
| CN206385802U (en) * | 2016-12-30 | 2017-08-08 | 陕西华邦建设工程有限公司 | A kind of steel construction high residential building cast-in-place concrete floor steel wood mixing supporting construction |
| CN207277541U (en) * | 2017-10-23 | 2018-04-27 | 浙江展诚建设集团股份有限公司 | Prefabricated component and cast-in-place column assembled integral concrete frame structure |
| CN209538709U (en) * | 2018-12-25 | 2019-10-25 | 上海建工五建集团有限公司 | Prefabricated board lifts rock-steady structure |
-
2018
- 2018-12-25 CN CN201811586594.3A patent/CN109457979A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3048043A1 (en) * | 1980-12-19 | 1982-07-15 | Österreichische Doka Schalungs- und Gerüstungstechnik GmbH, 3300 Amstetten | Ceiling formwork support structure - has folding legs swinging and set at angle round telescopic upright |
| CN202380722U (en) * | 2011-12-31 | 2012-08-15 | 青建集团股份公司 | Steel tube formwork supporting system |
| CN204663030U (en) * | 2015-04-17 | 2015-09-23 | 中国十七冶集团有限公司 | Assembled-type house precast floor slab installation sectional shelf-unit |
| CN105442833A (en) * | 2015-12-30 | 2016-03-30 | 大连三川建筑科技有限公司 | Cast-in-situ template reinforcing device of T-shaped connection position between external assembly walls and internal cast-in-situ wall |
| CN106284985A (en) * | 2016-09-09 | 2017-01-04 | 五冶集团上海有限公司 | A kind of Formwork Installation Method of reserved post-cast strip |
| CN206385802U (en) * | 2016-12-30 | 2017-08-08 | 陕西华邦建设工程有限公司 | A kind of steel construction high residential building cast-in-place concrete floor steel wood mixing supporting construction |
| CN207277541U (en) * | 2017-10-23 | 2018-04-27 | 浙江展诚建设集团股份有限公司 | Prefabricated component and cast-in-place column assembled integral concrete frame structure |
| CN209538709U (en) * | 2018-12-25 | 2019-10-25 | 上海建工五建集团有限公司 | Prefabricated board lifts rock-steady structure |
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