CN207314829U - A kind of wooden model early tears support device open - Google Patents
A kind of wooden model early tears support device open Download PDFInfo
- Publication number
- CN207314829U CN207314829U CN201721098151.0U CN201721098151U CN207314829U CN 207314829 U CN207314829 U CN 207314829U CN 201721098151 U CN201721098151 U CN 201721098151U CN 207314829 U CN207314829 U CN 207314829U
- Authority
- CN
- China
- Prior art keywords
- adjusting nut
- support device
- screw rod
- top plate
- wooden model
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of wooden model early tears support device, including jacking part and adjustable supporting plate part open；The jacking part is by steel top plate (1), the screw rod (2), the upper adjusting nut (3) being sleeved on screw rod and the lower adjusting nut (4) that are welded in steel top plate bottom forms, and handle (8) is respectively welded in upper adjusting nut and lower adjusting nut both sides；The adjustable supporting plate part is formed by pallet (5) and through the casing (6) of tray center；Described sleeve pipe is sleeved on screw rod and between upper adjusting nut and steel top plate.The support device of the utility model is designed by regularization, and structure is safe and reliable, and installing and dismounting turnover is convenient, versatile, and early-dismantling can be carried out in template construction, avoids the problem of key position template cannot be pulled down in advance in roof plate template construction.
Description
Technical field
The utility model belongs to building construction formwork support device technical field, for high level, Super High, multi-storey building and
The floor (top plate) of utilities building, the beam of frame structure, floor when building engineering structure carries out concrete pouring construction,
Roof supporting template.
Background technology
For a long time, the support of building construction formwork coordinates steel pipe scaffold to use only with jacking, traditional top plate mould
Plate support system, its supporting steel pipe remove curing age, that is, structure of the time according to concrete with roof plate template (flitch and bamboo slab rubber)
Intensity and beam, the span of plate of part concrete are removed in accordance with specification regulation, it is impossible to which blocked breaking removes, and occupies a large amount of moulds
Plate, strongly limit form cycling rate.In addition, various structures, the building that floor height differs is continuously increased, and jacking versatility is wanted
Ask and be continuously increased, and the prior art is difficult to meet these requirements.
The content of the invention
The purpose of this utility model is to solve the deficiencies in the prior art, realizes as far as possible and template morning is carried out in template construction
Tear open, there is provided a kind of wooden model morning support device flexible, simple and reliable for structure, that early-dismantling can be carried out easy for installation, to solve
The problem of template of diverse location needs successively to remove stage by stage in the construction of wooden model roof plate template.
The purpose of this utility model is achieved through the following technical solutions：
A kind of wooden model early tears support device, including jacking part and adjustable supporting plate part open；The jacking part by steel top plate,
The screw rod of steel top plate bottom, the upper adjusting nut being sleeved on screw rod and lower adjusting nut composition are welded in, in upper adjusting nut
Handle is respectively welded with lower adjusting nut both sides；The adjustable supporting plate part is by pallet and the casing group through tray center
Into；Described sleeve pipe is sleeved on screw rod and between upper adjusting nut and steel top plate.
The utility model is welded with stiffener plate between tray bottom and outside of sleeve.
Using the utility model device Construction of Supporting template, high level, Super High, multi-storey building and utilities building are being carried out
Top plate, the beam of frame structure, floor are when the concrete pouring construction of building engineering structure, when remaining non-weight bearing area mixes
Solidifying soil intensity can dismantle template (early stripping formwork system) when reaching more than 50%, move to last layer and be continuing with, only leave crucial portion
The wooden model (slow form removal) and wooden model of position early tear support device open.Using two adjusting nuts, upper adjusting nut is used to adjust adjustable
The height of supporting plate part, the depth of steel pipe is inserted into by lower adjusting nut handle adjustable screw, and upper adjusting nut is fixed
When, the whole height of adjustable supporting device.Adjustable supporting plate part is directly sleeved on screw rod by casing, flexible for installation, is torn open
Unload conveniently.Set stiffener plate is used for the ability for strengthening support tray support top flitch and laminate, avoids pallet from deforming.
The utility model clever structure, processing cost be low, it is flexible for installation, can dual-purpose do base, structure safety and firmness.Sizing
The wooden model for changing making the utility model early tears support device open for construction site, it can be achieved that early-dismantling, increases the use of template
Turnover rate, saves a large amount of templates, accelerates construction progress, raise labour productivity, and reduces construction cost, effectively solves wooden model construction
The problem of middle template blocked breaking is except being limited.The utility model device can be used in turn, highly practical, and the overall effect after installation is excellent
In traditional jacking.
Brief description of the drawings
Fig. 1 is that the wooden model of the utility model early tears the structure diagram of support device open；
Fig. 2 is the schematic diagram that top margin is supported when the utility model is used to construct；
Fig. 3 is the schematic diagram that jacking partial inversion is used as base by the utility model.
Embodiment
Shown in Fig. 1, the wooden model of the utility model, which early tears support device open, includes jacking part and adjustable supporting plate part；The top
Ask part by steel top plate 1, be welded in the screw rod 2 of steel top plate bottom, the upper adjusting nut 3 being sleeved on screw rod and lower adjusting nut
4 compositions, handle 8 is respectively welded in upper adjusting nut and lower adjusting nut both sides.The adjustable supporting plate part is by pallet 5 and wears
The steel sleeve 6 for crossing tray center forms；The steel sleeve be sleeved on screw rod 2 and positioned at upper adjusting nut 3 and steel top plate 1 it
Between.Stiffener plate 7 is welded between 5 bottom of pallet and the outside of steel sleeve 6.
The present embodiment screw rod 2 long 500mm, diameter 38mm, steel top plate 1 are the square of 150mm × 150mm, screw tip
It is welded in steel roof center position.Pallet 5 is the rectangular disk that forms of steel plate punched using 330mm × 150mm, the high placing of disk edge
Face 40mm.High placing edge 20mm at the top of steel sleeve.The stiffener plate 7 is triangle gusset, is symmetrical arranged altogether around steel sleeve
4 pieces.The handle 8 of a 40mm long is respectively welded at the upper adjusting nut 3 and lower 4 both ends of adjusting nut.
The wooden model of the utility model early tears the construction and application method of support device open, as shown in Fig. 2, step is as follows：
A. roof plate template (including early stripping formwork system 12, slow form removal 13) is using panels such as bamboo slab rubbers, and support is using bowl buckle, steel
Pin hand cradle etc. forms support system 14.When setting up the support system 14 of support building top, wooden model is set early to tear support device open；
Using any one corner of each unit of building as starting point, steel tube poles 9 are being set apart from the position of metope certain distance,
Wooden model is inserted on each steel tube poles and early tears support device open, steel tube poles bottom, which is placed on base or pads, puts flitch；
B. early torn open in wooden model and the main stupefied lumps of wood 10 is placed on the pallet 5 of support device, rotate upper adjusting nut 3 by handle 8
Main stupefied subscript is arrived into required position to a high-profile, time stupefied lumps of wood 11 is placed on master is stupefied；
C. lead it is stupefied, secondary it is stupefied it is in place after, ensure main stupefied, secondary stupefied absolute altitude, the upper adjusting nut of fixation, adjusting nut 4 under rotation, makes
Wooden model early tears support device open and stretches out and control steel top plate 1 to adjust height than time stupefied low 1~2mm.Due to flitch in the construction process
Contraction can be produced, forbids steel top plate 1 occur more than time stupefied height.Then according to the shape of building, block-by-block is laid with mould since side
Plate；After template and support system branch have been taken, acceptance(check) rear carries out next procedure, i.e., assembling reinforcement and pours concrete 15；
D. it is when the non-weight bearing area concrete strength of top plate reaches more than 50%, the early stripping formwork system 12 at the position is leading
Dismounting, the last layer for moving to building are continuing with, and the slow form removal 13 for only leaving crucial weight bearing area is early torn open support dress by wooden model
Put and continue to support, after concrete strength reaches design requirement to the position, remove slow form removal 13 and wooden model and early tear support device open.
The wooden model of the utility model early tears support device open, and whole height 500mm, meets template operating specification JGJ162-
Screw rod extension is not more than the requirement of 200mm in 2008；Upper adjusting nut 3 and the configuration of lower adjusting nut 4 aperture 62mm, 50mm
Two kinds of specifications, are adapted with the steel sleeve that diameter two kinds of specifications of 48mm, 60mm are commonly used in construction, for different straight in installation process
The steel sleeve in footpath is without needing to change adjusting nut.Install steel sleeve among pallet additional, jacking part is to screw rod silk when can avoid use
Tooth causes to damage.Steel bushing head tube is higher by pallet disk edge 20mm, effectively controls the gap between pallet and steel top plate.Upper adjusting
The collocation for the double nut that nut and lower adjusting nut combine uses, the height of energy flexible modulation steel top plate and pallet, accurate control
Jacking absolute altitude.After adjustable supporting plate part and upper adjusting nut dismounting, jacking partial switching is used, available for frame body base,
The length of 500mm meet the volume extension elongation of code requirement be not greater than 300mm, insertion steel pipe in length cannot be less than 150mm
Requirement.
The present apparatus can also separately do him and use, as shown in figure 3, wooden model early to be torn open to the upper adjusting nut of support device and adjustable supporting plate
After part is taken out, jacking partial inversion can be used as base, and substructure height is flexibly adjustable, reaches dual-use material, solves top
The problem of support and base be not generally applicable.
Claims (2)
1. a kind of wooden model early tears support device open, it is characterised in that including jacking part and adjustable supporting plate part；The jacking part
By steel top plate (1), it is welded in screw rod (2), the upper adjusting nut (3) being sleeved on screw rod and the lower adjusting nut of steel top plate bottom
(4) form, handle (8) is respectively welded in upper adjusting nut and lower adjusting nut both sides；The adjustable supporting plate part is by pallet
(5) and through the casing (6) of tray center form；Described sleeve pipe is sleeved on screw rod (2) and is located at upper adjusting nut (3) and steel
Between top plate (1).
2. a kind of wooden model according to claim 1 early tears support device open, it is characterised in that in pallet (5) bottom and casing
(6) it is welded with stiffener plate (7) between outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721098151.0U CN207314829U (en) | 2017-08-30 | 2017-08-30 | A kind of wooden model early tears support device open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721098151.0U CN207314829U (en) | 2017-08-30 | 2017-08-30 | A kind of wooden model early tears support device open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314829U true CN207314829U (en) | 2018-05-04 |
Family
ID=62384587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721098151.0U Active CN207314829U (en) | 2017-08-30 | 2017-08-30 | A kind of wooden model early tears support device open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314829U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
| CN108756223A (en) * | 2018-07-28 | 2018-11-06 | 上海宝冶集团有限公司 | A kind of combined type early-dismantling device |
-
2017
- 2017-08-30 CN CN201721098151.0U patent/CN207314829U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
| CN108756223A (en) * | 2018-07-28 | 2018-11-06 | 上海宝冶集团有限公司 | A kind of combined type early-dismantling device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107355073A (en) | A kind of wooden model early tears support meanss and its construction and application method open | |
| CN105952482B (en) | Self-propelled tunnel inverted arch lining trolley | |
| CN201818051U (en) | Supporting frame for overhanging mold plate | |
| CN103669655B (en) | Deformation joint both walls body concrete pouring construction process | |
| CN207314829U (en) | A kind of wooden model early tears support device open | |
| CN103882813A (en) | Corbel bracket platform for bridge pier and transverse straining beam synchronous construction and construction method of corbel bracket platform | |
| CN106522282B (en) | A kind of liftable post-cast strip template structure and system and its construction method | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
| CN203021923U (en) | Big cantilever bent cap steel truss construction platform | |
| CN207122129U (en) | A kind of early removing system built for provided with floor slab with beam, harden structure | |
| CN206873945U (en) | A kind of constructing device for lifting concrete floorslab thickness qualities | |
| CN203867082U (en) | Negative moment reinforcement protective layer control tripod | |
| CN107988918A (en) | Concrete rolls up mould constructing device | |
| CN205348761U (en) | Basement does not have reinforced structure of no basic lift of installation on back board | |
| CN110173281A (en) | A kind of sliding mode system for circular tunnel concreting | |
| CN206418523U (en) | A kind of liftable post-cast strip template structure and system | |
| CN103452328A (en) | Device and method for decreasing columns and reinforcing girders of reinforced concrete members | |
| CN202990415U (en) | Nuclear power plant four tubular post early detaching supporting device | |
| CN104948206B (en) | Slip form trolley for concrete casting of arched inclined shaft | |
| CN204098469U (en) | A kind of removable universal drag link bearing for building | |
| CN103437292B (en) | The lifting combination unit of inclined in two-way A shape king-tower cable stayed bridge template | |
| CN207686147U (en) | Floor and double steel bar protective layer thickness control device | |
| CN203285056U (en) | Stair formwork supporting base | |
| CN206233565U (en) | A kind of adjustable jack of form bracing system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |