CN108691414A - Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam - Google Patents
Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam Download PDFInfo
- Publication number
- CN108691414A CN108691414A CN201711110665.8A CN201711110665A CN108691414A CN 108691414 A CN108691414 A CN 108691414A CN 201711110665 A CN201711110665 A CN 201711110665A CN 108691414 A CN108691414 A CN 108691414A
- Authority
- CN
- China
- Prior art keywords
- plane
- fitting
- built
- creeping formwork
- wall
- 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.)
- Pending
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 23
- 238000006243 chemical reaction Methods 0.000 claims abstract description 35
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 3
- 230000009194 climbing Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 239000004035 construction material Substances 0.000 description 1
- 230000009193 crawling Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of Core Walls Structure shear walls to convert boom device without wall without creeping formwork seat in the plane at beam.Including the built-in fitting in door opening two sides is arranged(1), the built-in fitting(1)On be provided with several connecting holes(2), it is provided with conversion beam(3)Pass through the connecting hole(2)It is connected to built-in fitting(1)On, the conversion beam(3)Side is provided with connecting plate(4), the connecting plate(4)Upper connection creeping formwork seat in the plane.When the present invention constructs to structure nonstandard layer, it can maximize and shorten construction period and climbing formwork for construction safety, then under common process condition of construction, design efficiency is fully achieved above most economical, technical security.
Description
Technical field
The present invention relates to a kind of Core Walls Structure shear walls to convert boom device without wall without creeping formwork seat in the plane at beam, belongs to construction skill
Art field.
Background technology
For creeping formwork engineering construction moreover, vertical structure wall of only constructing, due to project duration requirement, many structures can be
Underground position begins to use mould crawling process to construct, however underground structure is different from superstructure standard, and many shear wall undergrounds have
Door opening either Vierendeel girder and aerial part not this kind of structural beams or door opening, is difficult to exempt from when so carrying out creeping formwork conceptual design
It designs on door opening or Vierendeel girder creeping formwork seat in the plane.In this way can because of floor height difference, be less than index bed when creeping formwork without influence, but
Structure will appear empty situation when being above standard, because creeping formwork climbs, template, built-in fitting are designed according to index bed.
At present in this case, Normal practice is that meeting creeping formwork using correlations such as the interim column of concreting or beams climbs
Rise the component needed, time-consuming, expense, waste construction material etc..
Invention content
The present invention solves the core of above-mentioned construction difficult problem in view of the foregoing drawbacks, and it is an object of the present invention to provide a kind of simple and reasonable
Heart cylinder shear wall converts boom device without wall without creeping formwork seat in the plane at beam.
The technical solution adopted by the present invention is thus:The present invention includes the built-in fitting being arranged in door opening two sides(1), described
Built-in fitting(1)On be provided with several connecting holes(2), it is provided with conversion beam(3)Pass through the connecting hole(2)It is connected to built-in fitting
(1)On, the conversion beam(3)Side is provided with connecting plate(4), the connecting plate(4)Upper connection creeping formwork seat in the plane.
The built-in fitting(1)Towards conversion beam(3)Be provided on one side from the built-in fitting(1)The card that surface is extended
Block(11), the conversion beam(3)Both sides, which are respectively arranged with, makes the fixture block(11)The card slot being caught in(31).
The built-in fitting(1)For taper.
The conversion beam(3)Side is recessed groove, the connecting plate(4)It is connected to conversion beam(1)Upper and lower both sides are simultaneously
Gap is formed between the groove.
The conversion beam(3)Side is arranged and conversion beam(3)The parallel intermediate reinforcement block in upper and lower both sides(32).
The conversion beam(3)It is welded on the connecting plate(4)On.
It is an advantage of the invention that:When the present invention constructs to structure nonstandard layer, it can maximize and shorten construction period and creeping formwork
Under construction safety, then common process condition of construction, design efficiency is fully achieved above most economical, technical security.
Description of the drawings
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of built-in fitting of the present invention.
Fig. 3 is the structural schematic diagram of conversion beam of the present invention.
1 it is built-in fitting in figure, 2 be connecting hole, 3 be conversion beam, 4 is connecting plate;
11 it is fixture block, 31 be card slot, 32 is reinforcement block.
Specific implementation mode
The present invention includes the built-in fitting 1 being arranged in door opening two sides, and several connecting holes 2 are provided on the built-in fitting 1, if
It is equipped with conversion beam 3 to be connected on built-in fitting 1 by the connecting hole 2,3 side of the conversion beam is provided with connecting plate 4, the company
Creeping formwork seat in the plane is connected on fishplate bar 4.
The built-in fitting 1 is provided with the fixture block 11 extended from 1 surface of the built-in fitting on one side towards conversion beam 3,
3 both sides of the conversion beam are respectively arranged with the card slot 31 for making the fixture block 11 be caught in.
The built-in fitting 1 is taper.
3 side of the conversion beam is recessed groove, and it is simultaneously and described that the connecting plate 4 is connected to about 1 both sides of conversion beam
Gap is formed between groove.
The intermediate reinforcement block 32 parallel with about 3 both sides of conversion beam is arranged in 3 side of the conversion beam.
The conversion beam 3 is welded on the connecting plate 4.
The present invention places taper built-in fitting 1 in original empty position door opening two sides first, this kind of built-in fitting 1 directly with door
Hole side plank sheathing is fixed;After the completion of waiting for concreting, after door opening two sides plank sheathing is removed, it is mounted directly conversion beam 3 i.e.
It can.
Fixture block 11 on built-in fitting 1 is caught in into the card slot 31 on conversion beam 3 by the present invention, then real by connecting hole 2
The fixation of existing built-in fitting 1 and conversion beam 3, then realizes the connection of conversion beam 3 and creeping formwork seat in the plane by connecting plate 4.
Claims (6)
1. Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that including being arranged in door opening both sides
The built-in fitting on side(1), the built-in fitting(1)On be provided with several connecting holes(2), it is provided with conversion beam(3)Pass through the connection
Hole(2)It is connected to built-in fitting(1)On, the conversion beam(3)Side is provided with connecting plate(4), the connecting plate(4)Upper connection is climbed
Mould seat in the plane.
2. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The built-in fitting(1)Towards conversion beam(3)Be provided on one side from the built-in fitting(1)The fixture block that surface is extended(11),
The conversion beam(3)Both sides, which are respectively arranged with, makes the fixture block(11)The card slot being caught in(31).
3. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The built-in fitting(1)For taper.
4. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam(3)Side is recessed groove, the connecting plate(4)It is connected to conversion beam(1)Upper and lower both sides are simultaneously and described recessed
Gap is formed between slot.
5. Core Walls Structure shear wall according to claim 4 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam(3)Side is arranged and conversion beam(3)The parallel intermediate reinforcement block in upper and lower both sides(32).
6. Core Walls Structure shear wall according to claim 5 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam(3)It is welded on the connecting plate(4)On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711110665.8A CN108691414A (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711110665.8A CN108691414A (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108691414A true CN108691414A (en) | 2018-10-23 |
Family
ID=63844012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711110665.8A Pending CN108691414A (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108691414A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080098262A (en) * | 2007-05-04 | 2008-11-07 | (주)씨.에스 구조 엔지니어링 | Non-support construction method using the deckplate for wall girder |
| CN204940865U (en) * | 2015-08-07 | 2016-01-06 | 中建三局集团有限公司 | A kind of fittable slackening device of creeping formwork seat in the plane |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
| CN207847078U (en) * | 2017-11-12 | 2018-09-11 | 江苏揽月工程科技发展股份有限公司 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
-
2017
- 2017-11-12 CN CN201711110665.8A patent/CN108691414A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080098262A (en) * | 2007-05-04 | 2008-11-07 | (주)씨.에스 구조 엔지니어링 | Non-support construction method using the deckplate for wall girder |
| CN204940865U (en) * | 2015-08-07 | 2016-01-06 | 中建三局集团有限公司 | A kind of fittable slackening device of creeping formwork seat in the plane |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
| CN207847078U (en) * | 2017-11-12 | 2018-09-11 | 江苏揽月工程科技发展股份有限公司 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Non-Patent Citations (1)
| Title |
|---|
| 李海生;苏贝;: "郑州会展宾馆主楼全自动液压爬模施工技术", 施工技术, no. 05, pages 84 * |
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| SE01 | Entry into force of request for substantive examination |