CN207211724U - Novel early-dismantling type movable jacking and using structure thereof - Google Patents
Novel early-dismantling type movable jacking and using structure thereof Download PDFInfo
- Publication number
- CN207211724U CN207211724U CN201721027377.1U CN201721027377U CN207211724U CN 207211724 U CN207211724 U CN 207211724U CN 201721027377 U CN201721027377 U CN 201721027377U CN 207211724 U CN207211724 U CN 207211724U
- Authority
- CN
- China
- Prior art keywords
- screw rod
- bracket
- adjusting nut
- top plate
- utility
- 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
- 230000000694 effects Effects 0.000 claims abstract description 21
- 238000009416 shuttering Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 abstract description 13
- 230000007306 turnover Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 3
- 239000012634 fragment Substances 0.000 abstract 1
- 238000007493 shaping process Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a novel early-dismantling type movable jacking and a use structure thereof, wherein the movable jacking comprises a screw rod and a bracket, and a top plate is welded on the upper end surface of the screw rod; the bracket is sleeved on the screw rod, a first adjusting nut is arranged on the screw rod and close to the lower part of the bracket, and a second adjusting nut is further arranged on the screw rod and below the first adjusting nut. The utility model discloses the accessible is adjusted first adjusting nut accomplishes the installation and the dismantlement of primary and secondary fossil fragments and template to realize the turnover utilization. Adopt this activity top to hold in the palm can not only shorten the form removal time, save a large amount of turnover materials, reduce workman's work load, improve work efficiency, because template turnover cycle accelerates moreover, under the condition that the use turnover number of times is the same, guaranteed the shaping quality of concrete, in addition, the utility model discloses early formula activity top of tearing open holds in the palm simple structure, convenient operation.
Description
Technical field
The utility model is related to building support for shuttering set-up technology field, and in particular to a kind of new morning tear open formula activity jacking and
It uses structure.
Background technology
With the development that China's economy is advanced by leaps and bounds, the step of urbanization is also increasingly faster, and city is high-rise, high-rise building
It is seen everywhere, quality, duration and cost etc. are the key parameters of an engineering, wherein, material occupies the significant portion ratio of cost
Example.How stock utilization is improved, reduce the input of disposable material, and it is cost and duration control to improve efficiency of construction
Important measures.
Traditional formwork support body is used in large building, and the disposable input amount of material is big, and to wait concrete strength to reach
It could be removed simultaneously during design requirement, the overstocking of materials time is long, it is slow to have enough to meet the need, and is unfavorable for the use of circulation material and wastes tight
Weight；The circulation material that formwork support body is equipped with is excessive, adds workload, reduces operating efficiency, and in same turnover time
Under several, due to the relation that usage time is long, cause floor face concrete formation of poor quality.
It is to meet China using early formula movable top tropsch technology is torn open《Ten new technologies of construction industry》Policy, meet low-carbon energy-saving and subtract
Row and green construction technology, it will promote the progress of China's mould plate technique, promote form work engineering, be advantageous to shorten China and state
The gap of outer support for shuttering technology.
Utility model content
In view of this, the purpose of this utility model is overcome the deficiencies in the prior art, there is provided a kind of new morning tears formula work open
Move jacking and its using structure, the movable top holder structure is simple, easy for installation.Striking time is not only caused using this movable jacking
In advance, a large amount of circulation materials are saved, reduce worker's workload, improve operating efficiency, and because template turn around time is accelerated,
In the case of number of turnover identical, the Forming Quality of concrete ensure that.
To realize object above, the utility model adopts the following technical scheme that：A kind of new morning, which tears formula activity jacking open, to be included
Screw rod and bracket, a top plate is welded with the upper surface of the screw rod；The bracket is set on the screw rod, in the screw rod
Upper and close to bracket bottom is provided with the first adjusting nut, is additionally provided with the screw rod and below the first adjusting nut
Second adjusting nut.
Preferably, the upper surface of the top plate is a surface plate.
A kind of support for shuttering is set up using structure, tears formula activity jacking open using foregoing morning, in addition to early tear formula activity open
Jacking, vertical rod, main joist, secondary joist and plank sheathing；Wherein, the screw rod is fixed on vertical rod by second adjusting nut
On, the main joist is fixed on the bracket, and the secondary joist is fixed between the top plate and main joist, and described first adjusts
Section nut can adjust the distance between bracket and top plate, the main joist and secondary joist is fastened between bracket and top plate；
The plank sheathing is arranged on the upper surface of the top plate.
The utility model uses above technical scheme, and the morning, which tears formula activity jacking open, includes screw rod and bracket, the screw rod
Upper surface on be welded with a top plate；The bracket is set on the screw rod, on the screw rod and close to the bottom of bracket
Provided with the first adjusting nut, the second adjusting nut is additionally provided with the screw rod and below the first adjusting nut.The top
Adjust second adjusting nut according to the height of screw rod upper end top plate first during support installation and fix screw rod and vertical rod, then
The bracket height is adjusted, and is fixed bracket using first adjusting nut, primary and secondary skeletal frame and plank sheathing are finally installed.By
In the effect of vertical rod, the stress size of floor member is changed so that, can when cast-in-place concrete beam slab intensity reaches 50%
To remove the materials such as primary and secondary skeletal frame and template in addition to vertical rod, realize that turnaround cycle uses.Can not only using this movable jacking
Shorten striking time, save a large amount of circulation materials, reduce worker's workload, improve operating efficiency, and due to template week turn-week
Phase accelerates, and in the case of using number of turnover identical, the Forming Quality of concrete is ensure that, in addition, the morning tears formula movable top open
Holder structure is simple and convenient to operate.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation that the utility model early tears formula activity jacking open；
Fig. 2 is the support for shuttering overall structure diagram for early tearing formula activity jacking open using the utility model；
Fig. 3 is the enlarged diagram of movable jacking in Fig. 2.
In figure：1st, screw rod；2nd, bracket；3rd, top plate；4th, the first adjusting nut；5th, the second adjusting nut；6th, vertical rod；7th, main dragon
Bone；8th, secondary joist；9th, plank sheathing.
Embodiment
, below will be to technology of the present utility model to make the purpose of this utility model, technical scheme and advantage clearer
Scheme is described in detail.Obviously, described embodiment is only the utility model part of the embodiment, rather than all
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not before creative work is made
Resulting all other embodiment is put, belongs to the scope that the utility model is protected.
Tear formula activity jacking open as shown in figure 1, the utility model provides a kind of new morning and include screw rod 1 and bracket 2, it is described
A top plate 3 is welded with the upper surface of screw rod 1；The bracket 2 is set on the screw rod 1, on the screw rod 1 and close to support
The bottom of frame 2 is provided with the first adjusting nut 4, and the second tune is additionally provided with the screw rod 1 and below the first adjusting nut 4
Save nut 5.
Specifically, the upper surface of the top plate 3 is a surface plate.
As shown in Figures 2 and 3, a kind of support for shuttering is set up tears formula activity jacking open using structure using foregoing morning, also
Formula activity jacking, vertical rod 6, main joist 7, secondary joist 8 and plank sheathing 9 are torn open including early；Wherein, the screw rod 1 passes through described second
Adjusting nut 5 is fixed in vertical rod 6, and the main joist 7 is fixed on the bracket 2, and the secondary joist 8 is fixed on the top plate
Between 3 and main joist 7, first adjusting nut 4 can adjust the distance between bracket 2 and top plate 3, make the main joist 7
And secondary joist 8 is fastened between bracket 2 and top plate 3；The plank sheathing 9 is arranged on the upper surface of the top plate 3.
As a kind of preferred embodiment of the utility model, the length of the screw rod 1 on the movable jacking is 800mm,
Diameter 30mm, the length of the screw rod 1 can lengthen according to on-site actual situations, the chi of top plate 3 on the upper surface of screw rod 1
Very little is 300mm × 300mm × 15mm, and the thickness of top plate 3 is identical with the thickness of plank sheathing 9.
The length of screw rod 1 is cut according to live actual size, the upper surface full weld of the top plate 3 and screw rod 1 is welded on one
Rise, the top plate 3 can be contacted by plank sheathing 9 with concrete casting area.
The utility model activity jacking, first according to the height of the upper end top plate 3 of screw rod 1, is adjusted during support for shuttering is set up
Save second adjusting nut 5 to fix screw rod 1 and vertical rod 6, pay attention to checking top plate 3 before fixed second adjusting nut 5
The flatness on surface, flatness will meet design requirement；The height of bracket 2 is then adjusted, according to floor face absolute altitude, subtracts master
The height of keel 7 and secondary joist 8, the height of bracket 2 is directly positioned, and fixed bracket using first adjusting nut 4；Finally
Primary and secondary skeletal frame and plank sheathing 9 are installed, are finally fixed into an entirety.During whole assembled, pay attention to the flatness of plate face with
And the splicing in gap, prevent because of spillage and caused by voids and pits.The plank sheathing 9 may be configured as two classes in the process
Specification, a kind of dimension width of specification plank sheathing 9 are 300mm, and length is set according to the clear spacing of top plate 3；One kind is according to top in addition
The clear spacing of plate 3 sets the width of plank sheathing 9, and length is made by oneself according to field condition.
After floor absolute altitude inspection is gone wrong, it can be handled by adjusting the position of bracket 2, without by problem portion
Position form removable, this kind of mode improves operating efficiency, workable.
Due to the effect of vertical rod 6, the stress size of floor member is changed so that cast-in-place concrete beam slab intensity reaches
During to 50%, it can realize that primary and secondary skeletal frame and plank sheathing 9 in addition to vertical rod 6 are removed in dismounting by adjusting the second adjusting nut 5
Deng material, realize that turnaround cycle uses.
The utility model, which early tears formula activity jacking open, includes screw rod 1 and bracket 2, and one is welded with the upper surface of the screw rod 1
Top plate 3；The bracket 2 is set on the screw rod 1, and the first regulation spiral shell is provided with the screw rod 1 and close to the bottom of bracket 2
Mother 4, the second adjusting nut 5 is additionally provided with the screw rod 1 and below the first adjusting nut 4.It is first when the jacking is installed
First according to the height of the upper end top plate 3 of screw rod 1, adjust second adjusting nut 5 and fix screw rod 1 and vertical rod 6, then adjust institute
The height of bracket 2 is stated, and is fixed bracket 2 using first adjusting nut 4, primary and secondary skeletal frame 8 and plank sheathing 9 are finally installed.By
In the effect of vertical rod 6, the stress size of floor member is changed so that when cast-in-place concrete beam slab intensity reaches 50%,
The materials such as primary and secondary skeletal frame 8 and the template in addition to vertical rod 6 can be removed, realize that turnaround cycle uses.Using this movable jacking not
It is only capable of shortening striking time, saves a large amount of circulation materials, reduce worker's workload, improves operating efficiency, and due to template week
The turn-week phase accelerates, and in the case of using number of turnover identical, ensure that the Forming Quality of concrete, in addition, the morning tears formula work open
Dynamic jacking is simple in construction, easy to operate.
It is described above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
In this, any one skilled in the art can readily occur in change in the technical scope that the utility model discloses
Or replace, it should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with the power
The protection domain that profit requires is defined.
Claims (3)
1. a kind of new morning tears formula activity jacking open, it is characterised in that including screw rod and bracket, is welded on the upper surface of the screw rod
There is a top plate；The bracket is set on the screw rod, and the first regulation spiral shell is provided with the screw rod and close to the bottom of bracket
Mother, the second adjusting nut is additionally provided with the screw rod and below the first adjusting nut.
2. morning according to claim 1 tears formula activity jacking open, it is characterised in that the upper surface of the top plate is a plane
Plate.
3. a kind of support for shuttering is set up using structure, it is characterised in that this is torn open using structure using the morning described in claim 1 or 2
Formula activity jacking, in addition to vertical rod, main joist, secondary joist and plank sheathing；Wherein, the screw rod passes through second adjusting nut
It is fixed in vertical rod, the main joist is fixed on the bracket, and the secondary joist is fixed between the top plate and main joist,
First adjusting nut can adjust the distance between bracket and top plate, make the main joist and secondary joist be fastened on bracket with
Between top plate；The plank sheathing is arranged on the upper surface of the top plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721027377.1U CN207211724U (en) | 2017-08-16 | 2017-08-16 | Novel early-dismantling type movable jacking and using structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721027377.1U CN207211724U (en) | 2017-08-16 | 2017-08-16 | Novel early-dismantling type movable jacking and using structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211724U true CN207211724U (en) | 2018-04-10 |
Family
ID=61815384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721027377.1U Expired - Fee Related CN207211724U (en) | 2017-08-16 | 2017-08-16 | Novel early-dismantling type movable jacking and using structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211724U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409808A (en) * | 2019-08-16 | 2019-11-05 | 中建七局(上海)有限公司 | Jacking structure, fast disassembly type late poured band support template system and its construction method |
-
2017
- 2017-08-16 CN CN201721027377.1U patent/CN207211724U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409808A (en) * | 2019-08-16 | 2019-11-05 | 中建七局(上海)有限公司 | Jacking structure, fast disassembly type late poured band support template system and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107587713A (en) | A kind of concrete panel expansion joint uses the two-sided anti-deformation construction method of interior formwork | |
| CN207211724U (en) | Novel early-dismantling type movable jacking and using structure thereof | |
| CN103195241A (en) | Early removal support device for constructional engineering | |
| CN114704080A (en) | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method | |
| CN108547383B (en) | Hoisting and inclined strut integrated embedded part and using method | |
| CN202689536U (en) | Ultra-high concrete beam and slab structure template erecting system | |
| CN201730350U (en) | Adjustable assembly type steel structure temporary structure support for structure post-cast strip | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN104295089A (en) | Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system | |
| CN203097283U (en) | Early-dismantling support device for slab formwork | |
| CN204876339U (en) | A a superimposed sheet supporting beam for steel construction building | |
| CN207863463U (en) | A kind of fast disassembly type corbel for shuttering supporting | |
| CN217461120U (en) | Steel bar truss floor slab height difference connecting structure with detachable bottom die | |
| CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
| CN203200982U (en) | Steel bar truss buckling hanging type floor support plate | |
| CN107201796B (en) | A kind of truss plate | |
| CN201339320Y (en) | High-altitude overhanging hanging reinforced concrete hanging bracket | |
| CN207377118U (en) | Agent structure increases a layer aluminum alloy mould plate jacking apparatus | |
| CN111021590B (en) | Corrugated web I-shaped steel drawknot double-layer steel plate composite wall | |
| CN202299379U (en) | Early-disassembled column head | |
| CN202359816U (en) | Layering reinforcing and supporting device for on-situ concrete casting template | |
| CN206625561U (en) | A kind of novel building engineering forming module support meanss | |
| CN104060819A (en) | Method for constructing shear wall by using typified forms and used typified forms | |
| CN202787933U (en) | Fixing member for rear ends of cantilever steel beams | |
| CN202787960U (en) | Steel girder grid floor formwork system |
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: 20180410 Termination date: 20180816 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |