CN106193598A - A kind of building construction formwork - Google Patents
A kind of building construction formwork Download PDFInfo
- Publication number
- CN106193598A CN106193598A CN201610517818.XA CN201610517818A CN106193598A CN 106193598 A CN106193598 A CN 106193598A CN 201610517818 A CN201610517818 A CN 201610517818A CN 106193598 A CN106193598 A CN 106193598A
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- CN
- China
- Prior art keywords
- positioning seat
- shear wall
- coordinated
- stay tube
- building construction
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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.)
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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 invention discloses a kind of building construction formwork, it comprises shear wall formwork body (1)；In this shear wall formwork body (1), bottom between adjacent two root muscle is provided with and is rotationally connected the positioning seat (2) coordinated with it, the other end of described positioning seat (2) extends outward a location-plate (3), the end of described positioning seat (2) is provided with one stay tube (4), the tubular structure of this support bar (4) generally hollow, the other end of described stay tube (4) is provided with one can be socketed the adjusting nut (5) coordinated with it, and spin in this adjusting nut (5) screw rod (6) coordinated with it.Present configuration is reasonable in design, install very convenient, need not use substantial amounts of reinforcement material as support, the most time saving and energy saving, construction cost is greatly reduced, and form removal operation is relatively simple, be greatly improved the work efficiency that shear wall pours, and receive conveniently, transport is got up the most very convenient.
Description
Technical field
The present invention relates to technical field of building construction, be specifically related to a kind of building construction formwork, particularly to a kind of shearing
Wall form.
Background technology
Existing shear wall formwork need when installing to use substantial amounts of reinforcement material as support, unusual labor intensive
And the time, construction cost is big, and form removal operation is complex, and work efficiency that shear wall pour, Er Qieyou are greatly reduced
More in the quantity of reinforcement material, transport gets up the most very to bother, and therefore a kind of new technical scheme of exigence solves
The certainly problem of above-mentioned existence.
Summary of the invention
It is an object of the present invention to provide a kind of building construction formwork, it can efficiently solve asking in the presence of background technology
Topic.
In order to solve the problem in the presence of background technology, it comprises shear wall formwork body 1；This shear wall formwork body
In 1, bottom between adjacent two root muscle is provided with and is rotationally connected the positioning seat 2 coordinated with it, the other end of described positioning seat 2
Extending outward a location-plate 3, the end of described positioning seat 2 is provided with one stay tube 4, this support bar 4 generally hollow
Tubular structure, the other end of described stay tube 4 is provided with one can be socketed the adjusting nut 5 coordinated, this adjusting nut 5 with it
The interior screw rod 6 coordinated that spins with it, the other end of described screw rod 6 can withstand on the top of shear wall formwork body 1 side, described fixed
The end of position plate 3 offers the anchor hole passed through for anchor rod, is provided with a fixing seat 8 at the upper end face of described location-plate 3,
Being fixed by reinforcing bar 9 grafting between several fixing seats 8, the edge bottom described shear wall formwork body 1 is provided with anchoring
Seat 10, the middle part of described anchorage 10 offers the anchor hole that anchor rod passes through.
Inwardly offering groove 7 at the upper end face of described positioning seat 2, the end in this groove 7 is provided with a boss 11,
It is rotationally connected by bearing pin between this boss 11 with positioning seat 2 and coordinates；During storage, a described stay tube 4 can be fully rotating to recessed
In groove 7.
The length of described positioning seat 2 is slightly less than the height of shear wall formwork body 1, and during storage, described positioning seat 2 can revolve
Go between two root muscle.
Owing to have employed above technical scheme, the method have the advantages that reasonable in design, install non-
Normal convenience, it is not necessary to use substantial amounts of reinforcement material as support, the most time saving and energy saving, greatly reduce and be constructed into
This, and form removal operation is relatively simple, is greatly improved the work efficiency that shear wall pours, and receives conveniently, transport is got up
The most very convenient.
Accompanying drawing explanation
In order to be illustrated more clearly that the present invention, below in conjunction with accompanying drawing, embodiment is briefly described.
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
For the technological means making the present invention realize, creation characteristic, reach purpose and be easy to understand with effect, below will
In conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
Referring to Fig. 1, this detailed description of the invention is to be achieved by the following technical solutions, and it comprises shear wall formwork body
1；In this shear wall formwork body 1, bottom between adjacent two root muscle is provided with and is rotationally connected the positioning seat 2 coordinated, institute with it
The other end stating positioning seat 2 extends outward a location-plate 3, and the end of described positioning seat 2 is provided with one stay tube 4, should
The tubular structure of support bar 4 generally hollow, the other end of described stay tube 4 is provided with one can be socketed the regulation coordinated with it
Nut 5, spin in this adjusting nut 5 screw rod 6 coordinated with it, and the other end of described screw rod 6 can withstand on shear wall formwork body 1
The top of side, the end of described location-plate 3 offers the anchor hole passed through for anchor rod, at the upper end face of described location-plate 3
One fixing seat 8 is installed, is fixed, bottom described shear wall formwork body 1 by reinforcing bar 9 grafting between several fixing seats 8
Edge be provided with anchorage 10, the middle part of described anchorage 10 offers the anchor hole that anchor rod passes through.
Inwardly offering groove 7 at the upper end face of described positioning seat 2, the end in this groove 7 is provided with a boss 11,
It is rotationally connected by bearing pin between this boss 11 with positioning seat 2 and coordinates；During storage, a described stay tube 4 can be fully rotating to recessed
In groove 7.
The length of described positioning seat 2 is slightly less than the height of shear wall formwork body 1, and during storage, described positioning seat 2 can revolve
Go between two root muscle.
Below in conjunction with the accompanying drawings the using method of technical scheme in this detailed description of the invention is further elaborated:
When installing, show by the bottom anchor of shear wall formwork body 1 on the ground, can be regulated by adjusting screw rod 6 and prop up
The support angle of stay tube 4, is then fixed on the ground location-plate 3 by anchor pole, is finally sequentially inserted into several by reinforcing bar 9
In fixing seat 8, install very convenient, it is not necessary to use substantial amounts of reinforcement material as support, very save time
Laborsaving, construction cost is greatly reduced；When dismounting storage, first will reinforce bar 9 and extract out in fixing seat 8, by several anchor poles
Extract from ground, anchor pole is extracted from ground, screw rod 6 of then outwarding winding, screw rod 6 is inserted in a stay tube 4, will a stay tube
4 rotations are received in groove 7, and the side that positioning seat 2 entire card is finally buckled in shear wall formwork body 1 can complete to receive
Receiving, form removal operation is relatively simple, is greatly improved the work efficiency that shear wall pours, and receives conveniently, and transport is got up also
Very convenient.
Last it is noted that above example is only in order to illustrate technical scheme, it is not intended to limit；Although
Being described in detail the present invention with reference to previous embodiment, it will be understood by those within the art that, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent；
And these amendment or replace, do not make appropriate technical solution essence depart from various embodiments of the present invention technical scheme spirit and
Scope.
Claims (3)
1. a building construction formwork, it comprises shear wall formwork body (1)；It is characterized in that this shear wall formwork body (1)
In bottom between adjacent two root muscle be provided with and be rotationally connected the positioning seat (2) coordinated with it, another of described positioning seat (2)
End extends outward a location-plate (3), and the end of described positioning seat (2) is provided with one stay tube (4), this support bar (4)
The generally tubular structure of hollow, the other end of described stay tube (4) is provided with one can be socketed the adjusting nut coordinated with it
(5), spin in this adjusting nut (5) screw rod (6) coordinated with it, and the other end of described screw rod (6) can withstand on shear wall formwork
The top of body (1) side, the end of described location-plate (3) offers the anchor hole passed through for anchor rod, described location-plate (3)
Upper end face at a fixing seat (8) is installed, between several fixing seats (8) by reinforce bar (9) grafting fix, described shearing
The edge of wall form body (1) bottom is provided with anchorage (10), and the middle part of described anchorage (10) offers anchor rod and leads to
The anchor hole crossed.
A kind of building construction formwork the most according to claim 1, it is characterised in that at the upper end face of described positioning seat (2) to
Inside offering groove (7), the end in this groove (7) is provided with a boss (11), between this boss (11) and positioning seat (2)
It is rotationally connected cooperation by bearing pin；During storage, a described stay tube (4) can be fully rotating interior to groove (7).
A kind of building construction formwork the most according to claim 1, it is characterised in that the length of described positioning seat (2) is slightly less than
The height of shear wall formwork body (1), during storage, described positioning seat (2) can rotate between two root muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610517818.XA CN106193598B (en) | 2016-06-28 | 2016-06-28 | A kind of building construction formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610517818.XA CN106193598B (en) | 2016-06-28 | 2016-06-28 | A kind of building construction formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193598A true CN106193598A (en) | 2016-12-07 |
| CN106193598B CN106193598B (en) | 2018-12-14 |
Family
ID=57464818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610517818.XA Active CN106193598B (en) | 2016-06-28 | 2016-06-28 | A kind of building construction formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193598B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401207A (en) * | 2017-09-11 | 2017-11-28 | 温州东怡园林建设有限公司 | The construction method of drainage pipeline |
| CN108839229A (en) * | 2018-08-20 | 2018-11-20 | 中国建筑第七工程局有限公司 | It is a kind of for dismantling the work-saving device of precast-concrete form |
| CN109184188A (en) * | 2018-10-22 | 2019-01-11 | 上海绿地建设(集团)有限公司 | A kind of ruggedized construction of shear wall formwork |
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN109441102A (en) * | 2018-10-20 | 2019-03-08 | 上海绿地建设(集团)有限公司 | A kind of column mould strengthening frame structure |
| CN110528873A (en) * | 2019-09-27 | 2019-12-03 | 陈晓华 | A kind of building construction pours support device with portable concrete |
| CN114016719A (en) * | 2021-11-16 | 2022-02-08 | 中建八局第二建设有限公司 | Sliding positioning seat of overhanging bearing frame |
| US20220162868A1 (en) * | 2020-11-23 | 2022-05-26 | Plumwall Bracing Systems Inc. | Alignment device for concrete forms |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1089293A (en) * | 1963-07-16 | 1967-11-01 | Kwikform Ltd | A new or improved shuttering support for use in concrete and like building construction |
| US3428287A (en) * | 1967-03-20 | 1969-02-18 | David M Redding | Concrete form assembly |
| US6065254A (en) * | 1999-03-19 | 2000-05-23 | Lanka; Richard | Adjustable, foldable support brace |
| NZ518750A (en) * | 2002-05-06 | 2002-12-20 | Richard Glenn Taylor | Adjustable boxing brace for supporting wooden concrete boxing |
| KR20130122189A (en) * | 2012-04-30 | 2013-11-07 | 김용일 | Supporter for use of concrete forms of slab |
| CN203412291U (en) * | 2013-07-29 | 2014-01-29 | 中建四局第六建筑工程有限公司 | Adjustable counter-pull reinforcement device for inclined super-thick shear wall template |
| CN203559592U (en) * | 2013-10-05 | 2014-04-23 | 姚佳琳 | Retractable concrete wall formwork support frame |
| US8733728B2 (en) * | 2007-09-13 | 2014-05-27 | Hal Brackets Pty Ltd. | Formwork clamp |
-
2016
- 2016-06-28 CN CN201610517818.XA patent/CN106193598B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1089293A (en) * | 1963-07-16 | 1967-11-01 | Kwikform Ltd | A new or improved shuttering support for use in concrete and like building construction |
| US3428287A (en) * | 1967-03-20 | 1969-02-18 | David M Redding | Concrete form assembly |
| US6065254A (en) * | 1999-03-19 | 2000-05-23 | Lanka; Richard | Adjustable, foldable support brace |
| NZ518750A (en) * | 2002-05-06 | 2002-12-20 | Richard Glenn Taylor | Adjustable boxing brace for supporting wooden concrete boxing |
| US8733728B2 (en) * | 2007-09-13 | 2014-05-27 | Hal Brackets Pty Ltd. | Formwork clamp |
| KR20130122189A (en) * | 2012-04-30 | 2013-11-07 | 김용일 | Supporter for use of concrete forms of slab |
| CN203412291U (en) * | 2013-07-29 | 2014-01-29 | 中建四局第六建筑工程有限公司 | Adjustable counter-pull reinforcement device for inclined super-thick shear wall template |
| CN203559592U (en) * | 2013-10-05 | 2014-04-23 | 姚佳琳 | Retractable concrete wall formwork support frame |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401207A (en) * | 2017-09-11 | 2017-11-28 | 温州东怡园林建设有限公司 | The construction method of drainage pipeline |
| CN107401207B (en) * | 2017-09-11 | 2019-05-31 | 垠星建设有限公司 | The construction method of drainage pipeline |
| CN108839229A (en) * | 2018-08-20 | 2018-11-20 | 中国建筑第七工程局有限公司 | It is a kind of for dismantling the work-saving device of precast-concrete form |
| CN109441102A (en) * | 2018-10-20 | 2019-03-08 | 上海绿地建设(集团)有限公司 | A kind of column mould strengthening frame structure |
| CN109184188A (en) * | 2018-10-22 | 2019-01-11 | 上海绿地建设(集团)有限公司 | A kind of ruggedized construction of shear wall formwork |
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN109322483B (en) * | 2018-10-25 | 2021-11-30 | 上海绿地建设(集团)有限公司 | Reinforcing and supporting structure of shear wall external formwork |
| CN110528873A (en) * | 2019-09-27 | 2019-12-03 | 陈晓华 | A kind of building construction pours support device with portable concrete |
| US20220162868A1 (en) * | 2020-11-23 | 2022-05-26 | Plumwall Bracing Systems Inc. | Alignment device for concrete forms |
| CN114016719A (en) * | 2021-11-16 | 2022-02-08 | 中建八局第二建设有限公司 | Sliding positioning seat of overhanging bearing frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193598B (en) | 2018-12-14 |
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