CN206189849U - Difference of height typical forms - Google Patents
Difference of height typical forms Download PDFInfo
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- CN206189849U CN206189849U CN201621172556.XU CN201621172556U CN206189849U CN 206189849 U CN206189849 U CN 206189849U CN 201621172556 U CN201621172556 U CN 201621172556U CN 206189849 U CN206189849 U CN 206189849U
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- square tube
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- side square
- water
- short side
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Abstract
A difference of height design mould, include: close the rectangular frame of formation by two root length limit sides pipe and two minor face side's circumferences of cannon bone, long limit side pipe and minor face side outside of tubes surface coating concrete release agent isolating agent layer, rectangular frame's long limit side pipe both ends are equipped with the round hole, and a water -stopping screw rod passes the round hole is located rectangular frame's long limit side pipe support on the building die block, a water -stopping screw rod passes through the banking pin to be fixed on the building die block, the both ends head of minor face side's pipe is equipped with the switching piece, the switching piece forms the L type with minor face side's pipe vertical fixation, be equipped with the fixed orifices on the switching piece, a water -stopping screw rod passes the fixed orifices is with minor face fang guanyu long limit side perpendicular connection of pipe. Because whole mould closes the high just construction back of the general rate of assembling because square outside of tubes surface coating concrete release agent isolating agent by the square nest of tubes for the whole easy clearance of mould targets in place, and very big degree has improved mould turnover rate and life.
Description
Technical field
The utility model is related to technical field of buildings, more particularly to a kind of difference of height typified form.
Background technology
Requirement more and more higher of the society to various building productses now, the becoming more meticulous of product, precision degree more and more higher,
For example in toilet work progress, often than adjacent structure plate face reduction 30mm in the middle of structure.Traditional construction technology is used
The lumps of wood is installed and hangs mould, the form removal after the completion of pouring, and although disclosure satisfy that the means suitable of structure construction using which, but by
The control of effectively spacing and absolute altitude cannot be accomplished in its work progress, and because form removal difficulty is big, this process is highly vulnerable to breakage negative and positive
Angle molding effect.The method fixed according to iron wire or reinforcement welding even can also cause structure infiltration hidden danger, in decoration stage
Generally require to do over again and face excessively is levelling again, engineering cost is significantly greatly increased.
Utility model content
The purpose of this utility model is, proposes a kind of simple structure, easy to install, in ensure that construction
Difference of height shapes for forming the difference of height shaper at complete negative and positive angle, solves existing difference of height typified form dismounting difficulty greatly, cloudy
The incomplete problem of external corner.
To achieve these goals, the technical scheme that the utility model is used for：
A kind of difference of height shaper, including：The rectangle frame for being formed is enclosed by two side square tubes long and two short side square tubes
Frame, the side square tube long and short side square tube outer surface coating concrete demoulding spacing agent layer；The side square tube long of the rectangular frame
Two ends are provided with circular hole, and be set up in the side square tube long of rectangular frame on building bed die through the circular hole by the first water-proof bolt；Institute
The first water-proof bolt is stated to be fixed on building bed die by banking pin；The two ends of short side square tube are provided with switching piece, the switching
Piece fixation vertical with short side square tube forms L-type, and the switching piece is provided with fixing hole, and the first water-proof bolt passes through the fixing hole
It is connected short side square tube is vertical with side square tube long；The side square tube long and short side square tube are made up of many square tube connections, and two is relative
Short side square tube or two relative side square tubes long between connect additional square tube side by side, the additional square tube is by the second water-proof bolt frame
If being fixed on building bed die.
Wherein, the first water-proof bolt, the second water-proof bolt include collet and sealing piece.
Wherein, the side square tube length L=L1-2* long（L2+ is long to rendering）, short side square tube length W=W1-2*（W2+ is short
To rendering）, wherein, L1, W1 are the peripheral lengths and width of beam, and L2, W2 are the width of beam, and long rendering to rendering, short is beam
The thickness that surface is painted.
Wherein, between adjacent two additional square tubes at intervals of between 2.5-3.5M.
Wherein, the side square tube long and short side square tube two ends are filled with foamed glue
Wherein, the side square tube long and short side square tube two ends are by iron plate sealing.
The beneficial effects of the utility model are：
First, compared with original construction technology, enclose the rectangular frame to be formed using side square tube long and short side square tube and be conducive to
Difference of height sizing in construction, the use effective guarantee of rectangular frame mould integral rigidity；The rectangular frame uses
One water-proof bolt is fixed on building bed die, can be removed rectangular frame by dismantling the first water-proof bolt, because mould is whole
The use high degree of body dismounting simplicity and concrete demoulding spacing agent ensures the molding effect at negative and positive angle at difference of height, drop plate position
Put accurate, absolute altitude is controlled in place.Due to whole mould by square tube composite assembly general rate it is high and construction after due to square tube outer surface
Coating concrete demoulding spacing agent so that in place, high degree improves mold turnover and uses the overall easily cleaning of mould
Life-span.
2nd, the side square tube long and short side square tube connect to be formed using many square tubes respectively, easily foundation can use
Demand extension, it is easy to install.
3rd, the square tube two ends filling-foam glue or by iron plate sealing, by the closure of square tube two ends, prevents mud from pouring into
In square tube, the wasting of resources is reduced, save construction cost.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the short side square tube of difference of height shaper of the utility model；
The structural representation that Fig. 2 is connected for a kind of side square tube long of difference of height shaper of the utility model with additional square tube
Figure；
Fig. 3 is the structural representation that a kind of difference of height shaper of the utility model is installed and used；
Fig. 4 is the sectional view in A-A directions in Fig. 3；
Fig. 5 is the sectional view in B-B directions in Fig. 3；
Fig. 6 is the structural representation of the water-proof bolt of the utility model first.
Reference is：
Short side square tube -1, switching piece -11, side square tube -2 long, additional square tube -3, the first water-proof bolt -4, banking pin -41,
Collet -42, sealing piece -43, beam -5.
Specific embodiment
The utility model is described in detail below with reference to specific embodiment shown in the drawings.But these embodiment party
Formula is not intended to limit the utility model, structure that one of ordinary skill in the art is made according to these implementation methods, method or
Conversion functionally is all contained in protection domain of the present utility model.
Refering to shown in Fig. 1 to Fig. 6, a kind of difference of height shaper, including：By two side square tubes 2 long and two short side sides
Pipe 1 encloses the rectangular frame to be formed, the side square tube 2 long and the outer surface of short side square tube 1 coating concrete demoulding spacing agent layer；Institute
The two ends of side square tube 2 long for stating rectangular frame are provided with circular hole, and the first water-proof bolt 4 passes through the circular hole by the side side long of rectangular frame
Pipe 2 is set up on building bed die；First water-proof bolt 4 is fixed on building bed die by banking pin 41；Short side square tube 1
Two ends are provided with switching piece 11, and the fixation vertical with short side square tube 1 of the switching piece 11 forms L-type, and the switching piece 11 is provided with
Fixing hole, the first water-proof bolt 4 is connected short side square tube 1 is vertical with side square tube 2 long through the fixing hole.
In above-mentioned implementation method, the zinc-plated square tube of the side square tube 2 long and short side square tube 1 using wall thickness not less than 2.5mm,
Plate is highly desirable carries out buying processing according to design drop for zinc-plated square tube The concrete specification.Wherein, short side square tube 1 and side square tube 2 long are enclosed
Conjunction forms rectangular frame, and the length W of short side square tube 1 of the rectangular frame is small equal to rectangular frame described in the length L of side square tube long 2
The side of the outer peripheral face to be formed as beam 5 is enclosed, the beam 5 is cast-in-situ concrete beam, and the region that rectangular frame is enclosed is height
Low difference pours scope.
The preferred length L=L1-2* of side square tube long 2（L2+ is long to rendering）, the length W=W1-2* of short side square tube 1（W2+ is short
To rendering）, refering to shown in Fig. 3, L1, W1 are the peripheral lengths and width of beam, and L2, W2 are the width of beam 5, long to rendering, short
Paint the thickness painted for beam surface.
Single zinc-plated square tube length no more than 3.5m, when the length of whole mould is more than 6m, adopt by the side square tube 2 long
Composition is connected with many square tubes, short side square tube 1 is using many square tubes connection compositions, and two relative short side square tubes 1 or two are relative
Additional square tube 3 is connected between side square tube 2 long side by side, the additional square tube 3 is set up by the second water-proof bolt and is fixed on building bed die
On.The additional square tube 3 plays a part of the spacing side square tube 2 long of fixation or short side square tube 1.
One preferred embodiment in, between adjacent two additional square tubes 3 at intervals of between 2.5-3.5M.Such as
An additional square tube 3 is set up at interval of 3.5m, the two ends of additional square tube 3 are fixed in side square tube 2 long, and additional square tube 3 can be right
Side square tube 2 long plays a part of spacing, support, prevents rectangular frame overall deformation.An additional square tube 3 such as is set up at interval of 3m,
The two ends of additional square tube 3 are fixed in side square tube 2 long, and additional square tube 3 can play the work of spacing support to side square tube 2 long
With.It is total in another implementation method, additional square tube 3 can also be set up at interval of 3.5m or 3m in two relative short side square tubes 1, should
Additional square tube 3 can equally play a part of spacing, support to short side square tube 1, prevent rectangular frame overall deformation.
One preferred embodiment in, the side square tube long and short side square tube two ends are filled with foamed glue, or described
Square tube two ends are by iron plate sealing.Side square tube long and short side square tube square tube two ends are blocked using which, prevents mud from filling
Enter in square tube, reduce the wasting of resources, save construction cost.
Difference of height shaper described in above-mentioned implementation method, before installing and using, first to the rectangular frame of zinc-plated square tube
Visual examination is carried out, if the concrete for having attachment must be removed totally, then appropriate coagulation is brushed in the outer surface of rectangular frame
Native demoulding spacing agent, can be carried out hanging mould construction after demoulding spacing agent is air-dried completely, and otherwise reinforcing bar will be polluted.Applying
Before work, antirust treatment can be carried out to the first water-proof bolt 4, the collet 42 of the second water-proof bolt and sealing piece 43.When starting construction,
The position of the first water-proof bolt 4 first carries out accurate setting-out and absolute altitude control, and additional square tube should be added if rectangular frame is more long
Reinforcing positioning is carried out, accurate setting-out and absolute altitude control now should be equally carried out to the second water-proof bolt.Then fiber nail is passed through
By the first water-proof bolt 4 and the second water-proof bolt on building bed die.It should be noted that control the first water-proof bolt 4 perpendicularity and
The accuracy of position, the first water-proof bolt 4, the specific length of the second water-proof bolt can specifically need to be showed according to mould absolute altitude is hung
, then by circular hole be installed on the first water-proof bolt 4 side square tube 2 long by field processing, then again by short side square tube 1 by fixing
Borehole jack on the first water-proof bolt 4, with the termination of side square tube 2 long docked lock reinforce respectively by the two ends of short side square tube 1.It is described
The termination of short side square tube 1 is welded with switching piece 11, and the switching piece 11 is connected to form L-type structure with short side square tube 1, short side square tube 1
The termination of termination and side square tube 2 long lock when reinforcing, by switching piece 11 it is overlap with side square tube 2 long by switching piece 11 by fixing
Hole is fixed on first water-proof bolt, so that short side square tube 1 is connected to form L-type knot with the combination locking of side square tube 2 long
Structure.
During installation mold, when edges of boards edge is dropped and structural beams medial surface is smaller than 1cm, will during drop plate extension mould
Rectangular frame position inwardly offsets 1cm installations；It is normal during drop plate when edges of boards edge is dropped and structural beams inner side interplanar distance is more than 1cm
Mould is hung to install.
It should be noted that absolute altitude and flatness control, receive when light draws line in concrete final set and arrange work in concreting process
People will drop unnecessary laitance at plate and strike off compacting, and will not drop plate and hang the compacting of mould intersection concrete, be closed flat, you can improve form removal
Concrete negative and positive angle molding effect, at the same time can significantly reduce form removal difficulty afterwards.Fully get hold of form removal it is optimal when
Machine, can not early tear open destruction concrete formation effect, also can not too late form removal in case increase form removal difficulty and destroy concrete appearance.
The dismounting of mould preferably cooperates by 5-6 people by appropriate exercise and after skillfully grasping and completes construction.Tackled after form removal is finished
Carefully cleaning is smooth to clean surface for rectangular frame pollution part, if be used for multiple times causing rectangular frame concave-convex surface not
Flat, seriously corroded cannot clear up recovery, then should replace in time.Above-mentioned these measures can extend the use longevity of rectangular frame
Life, can guarantee that drop Board position concrete impression quality reaches effect of once plastering again, reach the purpose of cost efficiency.
Difference of height shaper described in above-mentioned implementation method, compared with original construction technology, using side square tube 2 long and short
Side square tube 1 encloses the rectangular frame to be formed and is conducive to the difference of height in construction to shape, the profile length and width size of rectangular frame
The size that as difference of height is shaped.The use effective guarantee of rectangular frame mould integral rigidity；The rectangular frame uses first
Water-proof bolt 4 is fixed on building bed die, can be removed rectangular frame by the first water-proof bolt of dismounting 4, because mould is whole
The use high degree of body dismounting simplicity and concrete demoulding spacing agent ensures the molding effect at negative and positive angle at difference of height, drop plate position
Put accurate, absolute altitude is controlled in place.Due to whole mould by square tube composite assembly general rate it is high and construction after due to square tube outer surface
Coating concrete demoulding spacing agent so that in place, high degree improves mold turnover and uses the overall easily cleaning of mould
Life-span.
Because dismounting is easy, the time is greatly saved, accelerate integral construction progress, because mold stiffness is high, drop Board position
Accurately, absolute altitude control in place, negative and positive angle good forming effect after form removal, without leakage hidden trouble, can avoid doing over again to reach once plastering
Effect, produces huge quality and benifit and economic benefit.Due to mould can independent assortment assembly general rate is high and long service life,
Conscientiously mould use cost is reduced.
It should be understood that, although the present specification is described in terms of embodiments, but not each implementation method only includes one
Individual independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art will should say
Used as an entirety, technical scheme in each implementation method can also be through appropriately combined, and forming those skilled in the art can for bright book
With the other embodiment for understanding.
The a series of tool described in detail only for feasibility implementation method of the present utility model of those listed above
Body illustrates that they are simultaneously not used to limit protection domain of the present utility model, all to be made without departing from the utility model skill spirit
Equivalent implementations or change should be included within protection domain of the present utility model.
Claims (6)
1. a kind of difference of height shaper, it is characterised in that including：By two side square tubes long（2）With two short side square tubes（1）Enclose
Close the rectangular frame for being formed, the side square tube long（2）With short side square tube（1）Outer surface coating concrete demoulding spacing agent layer；Institute
The square tube two ends in side long for stating rectangular frame are provided with circular hole, the first water-proof bolt（4）Through the circular hole by the side long of rectangular frame
Square tube is set up on building bed die；First water-proof bolt（4）It is fixed on building bed die by banking pin；Short side square tube
（1）Two ends be provided with switching piece（11）, the switching piece（11）With short side square tube（1）Vertical fixation forms L-type, the switching
Piece（11）It is provided with fixing hole, the first water-proof bolt（4）Through the fixing hole by short side square tube（1）With side square tube long（2）Hang down
It is direct-connected to connect；The side square tube long（2）With short side square tube（1）By many square tube connection compositions, two relative short side square tubes（1）Or
Two relative side square tubes long（2）Between connect additional square tube side by side（3）, the additional square tube（3）Set up by the second water-proof bolt
It is fixed on building bed die.
2. difference of height shaper according to claim 1, it is characterised in that：First water-proof bolt, the second water-proof bolt
Including collet（42）And sealing piece（43）.
3. difference of height shaper according to claim 2, it is characterised in that：The side square tube long（2）Length L=L1-
2*（L2+ is long to rendering）, short side square tube（1）Length W=W1-2*（W2+ shorts are painted）, wherein, L1, W1 are beam（5）Periphery
Length and width, L2, W2 are beam（5）Width, it is long to painting, short paint the thickness painted for beam surface.
4. difference of height shaper according to claim 2, it is characterised in that：Adjacent two additional square tubes（3）It
Between at intervals of between 2.5-3.5M.
5. the difference of height shaper according to Claims 2 or 3, it is characterised in that：The side square tube long and short side square tube
Two ends are filled with foamed glue.
6. the difference of height shaper according to Claims 2 or 3, it is characterised in that：The side square tube long and short side square tube
Two ends are by iron plate sealing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172556.XU CN206189849U (en) | 2016-11-02 | 2016-11-02 | Difference of height typical forms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172556.XU CN206189849U (en) | 2016-11-02 | 2016-11-02 | Difference of height typical forms |
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| Publication Number | Publication Date |
|---|---|
| CN206189849U true CN206189849U (en) | 2017-05-24 |
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ID=58733281
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621172556.XU Active CN206189849U (en) | 2016-11-02 | 2016-11-02 | Difference of height typical forms |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109227895A (en) * | 2018-01-02 | 2019-01-18 | 太空智造股份有限公司 | A kind of adjustment devices and methods therefor of building board frame |
-
2016
- 2016-11-02 CN CN201621172556.XU patent/CN206189849U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109227895A (en) * | 2018-01-02 | 2019-01-18 | 太空智造股份有限公司 | A kind of adjustment devices and methods therefor of building board frame |
| CN109227895B (en) * | 2018-01-02 | 2024-04-09 | 立方数科股份有限公司 | Adjusting device and method for building board frame |
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