CN208996439U - A kind of ruggedized construction of shear wall formwork - Google Patents
A kind of ruggedized construction of shear wall formwork Download PDFInfo
- Publication number
- CN208996439U CN208996439U CN201821709672.XU CN201821709672U CN208996439U CN 208996439 U CN208996439 U CN 208996439U CN 201821709672 U CN201821709672 U CN 201821709672U CN 208996439 U CN208996439 U CN 208996439U
- Authority
- CN
- China
- Prior art keywords
- exterior sheathing
- down tube
- positioning plate
- shear wall
- screw rod
- 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 - Fee Related
Links
Abstract
The utility model discloses a kind of ruggedized constructions of shear wall formwork, it includes to be located to bind inner template (1) that is good and passing through the shear force wall reinforcing steel bar two sides that management is checked and accepted and exterior sheathing (2) and the several spacer bars (3) being previously implanted in shear wall body, is connected and fixed integrally between the inner template (1) and exterior sheathing (2) by screw rod pull rod (4)；The positioning plate (5) for doubling as the first operating platform is provided at the lateral surface of the spacer bar (3), the side edge of the positioning plate (5) inwardly offers several location holes (51) for the insertion of spacer bar (3) gap.The utility model structure is simple, it is easy to use, due to having given the certain diagonal brace support of exterior sheathing, greatly improve the stability of exterior sheathing, and the proofreading method for carrying out verticality adjusting is different from through screw rod pull rod, so that shear wall wall face verticality after molding is more preferably, the safety in work progress is greatly improved.
Description
Technical field
The utility model relates to building construction formworks to reinforce relevant technical field, and in particular to be a kind of shearing
The ruggedized construction of wall form.
Background technique
Shear wall is subject to the wall of horizontal loading caused by wind load or geological process and vertical load gravity, prevents from tying
Structure shearing sheared destruction is split in daily construction since the height of shear wall is higher in order to avoid repeatedly pouring the later period of generation
Phenomenon is stitched, therefore most of shear wall is mostly molding using one-time-concreting therefore larger to the pressure of template, and adds
Gu require also higher, especially exterior wall shear wall structure, due to smooth exterior wall not can provide diagonal brace fulcrum (according to
The requirement of " JGJ130--2011 construction fastener type steel pipe scaffold technical specification of security ", external scaffolding are forbidden as template
Fulcrum, forbid connecting with any mould bases), therefore can only be fixed in such a way that bar planting cooperates screw rod pull rod, no
Only difficulty of construction is big, and template adjustment is difficult, and only internal support inclined tube, once toppling can not often be handled outward, there is
Biggish security risk.
Utility model content
The utility model aim is to provide a kind of ruggedized construction of shear wall formwork, it can be efficiently solved in background technique
The problems of.
In the presence of solving the problems, such as background technique, it includes to be located at the shear wall that binding is good and checks and accepts by management
The inner template 1 and exterior sheathing 2 of reinforcing bar two sides and the several spacer bars 3 being previously implanted in shear wall body, it is described
It is connected and fixed integrally between inner template 1 and exterior sheathing 2 by screw rod pull rod 4；It is provided at the lateral surface of the spacer bar 3
One doubles as the positioning plate 5 of the first operating platform, and the side edge of the positioning plate 5 inwardly offers several for 3 gap of spacer bar
The location hole 51 of insertion offers the screw hole 52 communicated with location hole 51 at the bottom surface of the positioning plate 5, sets in the screw hole 52
It is equipped with the fitted bolt 53 that can be screwed on it；After bolt 53 is fully screwed into screw hole 52, the end of the bolt 53 and support
The lateral position of reinforcing bar 3 is in close contact；
It is provided with a pin shaft 55 at the upper top surface of the positioning plate 5, is fixed with several equidistant arrangements on the pin shaft 55
Ear mount 54 is weldingly fixed on positioning plate 5 at the bottom surface of each ear mount 54, per two adjacent ear mounts 54 between be provided with
The limit base 56 of the rotation connection cooperation of pin shaft 55, the end of the limit base 56 offers the jack for the insertion of bracing device gap
57；
Several locating slots 7 that gap insertion is pushed up for hydraulic jack 6, the liquid are provided at the upper top surface of the positioning plate 5
Very heavy 6 piston shaft end is pressed to withstand at the bottom of exterior sheathing 2.
The bracing device includes first down tube 8 that can be mating with 57 gap of jack, first diagonal brace
The end of pipe 8 is provided with nut 9, and the screw rod 10 with its threaded engagement, one end of the screw rod 10 are provided in the location nut 9
It is inserted into the first down tube 8, the end of 8 opposite side of the screw rod 10 and the first down tube and the rotation of the second down tube 11 connect
Cooperation is connect, the end of second down tube 11 is cooperated by hinged shaft and the rotation connection of third down tube 12, the third down tube
12 end is withstood at the lateral surface of exterior sheathing 2.
The springboard 13 as the second operating platform is provided at the bottom surface of the exterior sheathing 2, the springboard 13 is generally long
Strip structure offers several slots 14 passed through for 12 gap of third down tube at the outer side edges of the springboard 13, the slot 14
Root is against at the inner side edge of third down tube 12.
The two sides of 13 end of springboard extend outward locating shaft 131 respectively, and the end of the locating shaft 131 passes through external mold
The edges 21 of 2 two sides of plate and locking nut are screwed on fixation.
Due to using above technical scheme, the utility model has the following beneficial effects: structure is simple, it is easy to use,
Due to having given the certain diagonal brace support of exterior sheathing, the stability of exterior sheathing is greatly improved, and be different from and draw by screw rod
Bar carries out the proofreading method of verticality adjusting, so that shear wall wall face verticality after molding is more preferably, especially exterior sheathing
Be not easy to run mould, rise mould, greatly improve the safety in work progress.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the bottom substance schematic diagram of positioning plate in the utility model；
Fig. 3 is the top structure schematic diagram of positioning plate in the utility model.
Specific embodiment
In order to be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, under
Face will combine the attached drawing in the utility model embodiment, carry out to the technical scheme in the embodiment of the utility model clear, complete
Ground description.
Embodiment 1
Referring to Fig. 1-3, it includes to be located at good binding and inner template 1 of shear force wall reinforcing steel bar two sides for checking and accepting by management and outer
Template 2 and the several spacer bars 3 being previously implanted in shear wall body lead between the inner template 1 and exterior sheathing 2
Screw rod pull rod 4 is crossed to be connected and fixed integrally；One is provided at the lateral surface of the spacer bar 3 as the first operating platform
Positioning plate 5, the side edge of the positioning plate 5 inwardly offer several location holes 51 for the insertion of 3 gap of spacer bar, the positioning
The screw hole 52 communicated with location hole 51 is offered at the bottom surface of plate 5, is provided with to be screwed on it in the screw hole 52 and is cooperated spiral shell
Bolt 53；After bolt 53 is fully screwed into screw hole 52, the end of the bolt 53 and the lateral position of spacer bar 3 are in close contact；
It is provided with a pin shaft 55 at the upper top surface of the positioning plate 5, is fixed with several equidistant arrangements on the pin shaft 55
Ear mount 54 is weldingly fixed on positioning plate 5 at the bottom surface of each ear mount 54, per two adjacent ear mounts 54 between be provided with
The limit base 56 of the rotation connection cooperation of pin shaft 55, the end of the limit base 56 offers the jack for the insertion of bracing device gap
57；
Several locating slots 7 that gap insertion is pushed up for hydraulic jack 6, the liquid are provided at the upper top surface of the positioning plate 5
Very heavy 6 piston shaft end is pressed to withstand at the bottom of exterior sheathing 2.
The bracing device includes first down tube 8 that can be mating with 57 gap of jack, first diagonal brace
The end of pipe 8 is provided with nut 9, and the screw rod 10 with its threaded engagement, one end of the screw rod 10 are provided in the location nut 9
It is inserted into the first down tube 8, the end of 8 opposite side of the screw rod 10 and the first down tube and the rotation of the second down tube 11 connect
Cooperation is connect, the end of second down tube 11 is cooperated by hinged shaft and the rotation connection of third down tube 12, the third down tube
12 end is withstood at the lateral surface of exterior sheathing 2.
The springboard 13 as the second operating platform is provided at the bottom surface of the exterior sheathing 2, the springboard 13 is generally long
Strip structure offers several slots 14 passed through for 12 gap of third down tube at the outer side edges of the springboard 13, the slot 14
Root is against at the inner side edge of third down tube 12.
The two sides of 13 end of springboard extend outward locating shaft 131 respectively, and the end of the locating shaft 131 passes through external mold
The edges 21 of 2 two sides of plate and locking nut are screwed on fixation.
Embodiment 2
First by each location hole 51 on positioning plate 5 to being inserted into corresponding each spacer bar 3 and by bolt 53
It is locked, positioning plate 5 can be used as operating platform in this case；
Then the bottom of hydraulic jack 6 is inserted into each corresponding locating slot 7, so by the piston shaft of jack 6
End is adjusted to unified level height；
Then inner template 1 and exterior sheathing 2 are lifted to specified position respectively, wherein exterior sheathing 2 is directly placed at very heavy
On the piston shaft end on top 6, inner template 1 and exterior sheathing 2 are then subjected to a preliminary fixation by screw rod pull rod 4, herein mistake
The screw hole of exterior sheathing 2 and inner template 1 is to will definitely be adjusted the height of exterior sheathing 2 by jack 6 in journey；
Then check and correction reinforcement can be carried out, in the diagonal brace check and correction and reinforcement operation to exterior sheathing 2, first by first
Down tube 8 is inserted into limit base 56, and then one end of screw rod 10 is inserted into the first down tube 8, then by third diagonal brace
The end of pipe 12 is inserted at the rib side of exterior sheathing 2, supports and fixes external mold finally by the rotation realization of rotational positioning nut 9
The purpose of plate 2；
After the reinforcement and proof-reading for completing exterior sheathing 2, springboard 13 can be put down completely, make the root of slot 14
It is against at the inner side edge of third down tube 12, finally springboard 13 can be made locking nut locking to as an operating platform
With facilitating next further construction and operation.
In this embodiment, since third down tube 12 and the second down tube 11 and the first down tube 8 are to fixed
The active force that position plate 5 applies is met to shear wall direction, thus regardless of the pressure of concrete in casting process have it is much, not
Positioning plate 5 can be extracted from spacer bar 3, greatly improve whole stability.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that,
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement；And these are modified or replaceed, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution
The spirit and scope of scheme.
Claims (4)
1. a kind of ruggedized construction of shear wall formwork, it includes to be located at the shear force wall reinforcing steel bar two sides that binding is good and checks and accepts by management
Inner template (1) and exterior sheathing (2) and the several spacer bars (3) being previously implanted in shear wall body, it is described in
It is connected and fixed integrally between template (1) and exterior sheathing (2) by screw rod pull rod (4)；It is characterized in that the spacer bar (3)
Lateral surface at be provided with the positioning plate (5) for doubling as the first operating platform, the side edge of the positioning plate (5) inwardly offers
Several location holes (51) for the insertion of spacer bar (3) gap, offer at the bottom surface of the positioning plate (5) and location hole
(51) screw hole (52) communicated, the screw hole (52) is interior to be provided with can be screwed on it fitted bolt (53)；When bolt (53) is complete
After being screwed into screw hole (52), the end of the bolt (53) and the lateral position of spacer bar (3) are in close contact；
It is provided with a pin shaft (55) at the upper top surface of the positioning plate (5), is fixed with several equidistant arrangements on the pin shaft (55)
Ear mount (54), be weldingly fixed on positioning plate (5) at the bottom surface of each ear mount (54), per two adjacent ear mounts (54) it
Between be provided with pin shaft (55) rotation connection cooperation limit base (56), the end of the limit base (56) is offered for bracing device
The jack (57) of gap insertion；
Several locating slots (7) for the gap insertion of hydraulic jack (6) top are provided at the upper top surface of the positioning plate (5), it is described
The piston shaft end of hydraulic jack (6) is withstood at the bottom of exterior sheathing (2).
2. a kind of ruggedized construction of shear wall formwork according to claim 1, it is characterised in that the bracing device includes
Piece first down tube (8) that can be mating with jack (57) gap, the end of first down tube (8) is provided with nut
(9), interior be provided with of the location nut (9) is inserted into first with the screw rod of its threaded engagement (10), one end of the screw rod (10)
In down tube (8), the end and the second down tube (11) of the screw rod (10) and the first down tube (8) opposite side are rotatablely connected
The end of cooperation, second down tube (11) is cooperated by hinged shaft and third down tube (12) rotation connection, the third diagonal brace
The end of pipe (12) is withstood at the lateral surface of exterior sheathing (2).
3. a kind of ruggedized construction of shear wall formwork according to claim 1, it is characterised in that under the exterior sheathing (2)
The springboard (13) as the second operating platform is provided at bottom surface, springboard (13) the generally strip structure, the springboard
(13) several slots (14) passed through for third down tube (12) gap are offered at outer side edges, the root of the slot (14) is against
At the inner side edge of three down tubes (12).
4. a kind of ruggedized construction of shear wall formwork according to claim 3, it is characterised in that springboard (13) end
Two sides extend outward locating shaft (131) respectively, the end of the locating shaft (131) passes through the edge of exterior sheathing (2) two sides
(21) be screwed on fixation with locking nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821709672.XU CN208996439U (en) | 2018-10-22 | 2018-10-22 | A kind of ruggedized construction of shear wall formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821709672.XU CN208996439U (en) | 2018-10-22 | 2018-10-22 | A kind of ruggedized construction of shear wall formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208996439U true CN208996439U (en) | 2019-06-18 |
Family
ID=66805352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821709672.XU Expired - Fee Related CN208996439U (en) | 2018-10-22 | 2018-10-22 | A kind of ruggedized construction of shear wall formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208996439U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN111472538A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
-
2018
- 2018-10-22 CN CN201821709672.XU patent/CN208996439U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN111472538A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
| CN111472538B (en) * | 2020-04-17 | 2021-05-04 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208996439U (en) | A kind of ruggedized construction of shear wall formwork | |
| CN210151775U (en) | Reinforcement type civil engineering pile foundation construction structures | |
| CN106150087A (en) | A kind of combined frame column template and construction method thereof | |
| CN205742998U (en) | Straight cutting dish pin falsework side bar formwork system | |
| CN209194996U (en) | A kind of reinforcing support construction of shear wall exterior sheathing | |
| CN208650505U (en) | The integrated template type attachment device of lifting platform | |
| CN109184188A (en) | A kind of ruggedized construction of shear wall formwork | |
| CN216587710U (en) | Modular anti-bank reinforced structure of aluminum alloy template | |
| CN109322483A (en) | A kind of reinforcing support construction of shear wall exterior sheathing | |
| CN213683446U (en) | Iron tower column foot structure capable of being fixedly connected in multiple groups | |
| CN207497863U (en) | Construction elevator high-altitude transformational structure | |
| CN207959181U (en) | It is a kind of to lead wall reinforcing member for karst area lattice ground-connecting-wall | |
| CN214462558U (en) | Frame post template reinforcing apparatus | |
| CN220847580U (en) | Auxiliary device is pour to foundation ditch crown beam | |
| CN215055239U (en) | Combined type supporting template for constructional engineering | |
| CN217998933U (en) | Concrete beam template reinforced structure | |
| CN208395809U (en) | Piling machine framework platform | |
| CN210659269U (en) | Keel positioning device of vertical template and keel of vertical template | |
| CN216809918U (en) | Construction engineering's reinforcement support engineering mechanical structure | |
| CN208088820U (en) | A kind of building unit formula metope positioning structure for formwork | |
| CN217759980U (en) | Warehouse style structure wall form is consolidated and hoisting device | |
| CN212836271U (en) | Convenient frame post location hoop that can have enough to meet need | |
| CN218623329U (en) | Curved surface clear water template bearing structure | |
| CN218195859U (en) | Bent cap mould that intensity is high | |
| CN217949773U (en) | Building template for supporting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190618 Termination date: 20211022 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |