CN102848455B - A kind of gate side form for manufacturing precast beam - Google Patents
A kind of gate side form for manufacturing precast beam Download PDFInfo
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- CN102848455B CN102848455B CN201210291534.5A CN201210291534A CN102848455B CN 102848455 B CN102848455 B CN 102848455B CN 201210291534 A CN201210291534 A CN 201210291534A CN 102848455 B CN102848455 B CN 102848455B
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- side form
- side plate
- gate side
- gate
- plate
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Abstract
A kind of gate side form for manufacturing precast beam, the telescoping mechanism of side plate bottom described in the top board including biside plate, connecting side end described in two and connection two, it is characterized in that the inner surface of described side plate is welded with the grid of steel bars ribbed stiffener being vertically and horizontally distributed, described side plate bottom is welded with horizontal beam.Using gate side form, a template can be held concurrently two beam sides, and is applicable to the beam of differing heights and width, and service efficiency is high, highly versatile.
Description
Technical field
The present invention relates to the mould of a kind of concrete prefabricated parts, particularly relate to a kind of long line method and produce pre-
The mould of beam processed.
Background technology
Tradition precast beam makes the method generally using single making, and different types of beam needs to use
The template of different size, template poor universality, amortization cost is high, also has employing long line method to make,
Being also adopted by two side forms of a beam, every beam side is separate, and versatility is the most poor and props up
Imitating rate low, it is big that beam makes occupied ground.One can elongated assemble, and props up and tears convenient gate side open
Mould have not been reported.
Summary of the invention
The technical problem to be solved is to overcome the deficiency of above-mentioned prior art, it is provided that
The gate side form for manufacturing precast beam that a kind of versatility is good, low cost, production efficiency are high.
According to the present invention provide a kind of gate side form for manufacturing precast beam, including biside plate,
Connecting the top board of side end described in two and connect the telescoping mechanism of side plate bottom described in two, it is special
Levy is that the inner surface of described side plate is welded with vertical and level to the grid of steel bars ribbed stiffener being distributed, institute
Stating side plate bottom and be provided with horizontal beam, described telescoping mechanism is the variable linkage of rhombus, described company
Being provided with nut at the upper inferior horn of linkage, described nut is vertically installed with adjusting screw rod, described company
The left and right corner of linkage is connected by pivot pin with the ribbed stiffener on described side plate.
A kind of gate side form for manufacturing precast beam provided according to the present invention also has as follows
Attached technical characteristic:
Described side plate two side be flat board or side be flat board opposite side be the step-like plate of bending
Or two side be symmetry the step-like plate having bending.
On described top board, the correspondence position at described telescoping mechanism is provided with through hole, described top board following table
Interval, face is welded with a plurality of grid of steel bars.
The longitudinally angle that cuts with suitable for reading of described ribbed stiffener, the longitudinal stiffener of described side end sets
There is multiple through hole wearing bolt.
Template total length is 6m-18m.
Described telescoping mechanism is multiple, and spacing distance is 1.5m-2.0m.
Counterweight sand pocket is hung with inside step-like side form.
A kind of gate side form for manufacturing precast beam provided according to the present invention and prior art
Compare and have the advantage that
1, using gate side form, a template can be held concurrently two beam sides, and is applicable to different high
Degree and the beam of width, service efficiency is high, and highly versatile is substantially reduced moulding board of precast beam cost.
2, using the scalable template of monoblock that length is longer, assembling and disassembling is convenient, labour cost
Save.
3, steel form plate plane tie is few, smooth surface, and the prefabricated components presentation quality of manufacture is good.
4, the top board of template can water the operating platform smash, on-the-spot civilization as concrete, and concrete waste is big
Big minimizing.
5, side form and top board are welded into entirety but can rotate by Free Transform, and template is convenient in demoulding.
Accompanying drawing explanation
Fig. 1 is the perspective view of an embodiment of the present invention.
Fig. 2 is the perspective view of another kind of embodiment.
Fig. 3 is the perspective view of another kind of embodiment
Fig. 4 is the axonometric chart of the step-like unilateral mould of the present invention.
Fig. 5 is the axonometric chart of tabular one side of the present invention mould
Fig. 6 is the profile of Fig. 1 of the present invention.
Fig. 7 is the profile of Fig. 2 of the present invention.
Fig. 8 is the profile of Fig. 3 of the present invention
Detailed description of the invention
See Fig. 1, Fig. 2 and Fig. 3, the present invention be given a kind of for manufacturing precast beam
The embodiment of gate side form, including biside plate 1, connects the top board 2 of side plate 1 end described in two
With the telescoping mechanism 3 of side plate 1 bottom described in connection two, the inner surface of described side plate 1 is welded with
Vertical and level is to the grid of steel bars ribbed stiffener 4 being distributed, and described side plate bottom is provided with horizontal beam 11.
Gate side form in the present invention in use, will be organized permutation and combination more and use, between two adjacent groups
Processing precast beam.Often two side plates 1 of group gate side form are respectively as one of two precast beams
Side.Described telescoping mechanism 3 can control the contraction of described side plate 1 and open, when form removal,
Shrink telescoping mechanism 3 so that the bottom of described side plate 1 is shunk, thus by precast beam from side form
Middle taking-up.Described ribbed stiffener 4 improves the intensity of side plate 1 so that it is be not susceptible to deformation.Described
Horizontal beam 11 it is provided with bottom side plate 1.Horizontal beam 11 refers to that bottom extends internally one section, improves
The horizontal bending strength of bottom, reduces the quantity of telescoping mechanism 3, improves work efficiency.Horizontal beam
11 bottoms that can be welded to described side plate 1, it is also possible to be by the bottom of described side plate 1
Extend inwardly to form.Described telescoping mechanism 3 is the variable linkage of rhombus, described connecting rod machine
Being provided with nut 31 at the upper inferior horn of structure, described nut 31 is vertically installed with adjusting screw rod 32, described
The left and right corner of linkage is connected by pivot pin 33 with the ribbed stiffener 4 on described side plate 1.Institute
State the quadric chain that telescoping mechanism 3 is made up of four connecting rods, the end, one end of four connecting rods with
Upper and lower two nuts 31 are hinged, and other end is the most hinged, and composition can be with contracting mechanism.
The angle, two, left and right of other end the most hinged formation linkage, the two angle and side plate 1 phase
Connect, when screw rod 32 rotates, it is possible to drive nut 31 relative motion, control linkage and receive
Contracting.
See Fig. 1 to Fig. 8, in above-described embodiment that the present invention is given, described side plate 1 one
Side be flat board opposite side be bending step-like plate.See Fig. 1 and Fig. 6, described side plate 1
Two sides are flat board.Seeing Fig. 2, two sides of described side plate 1 are the bending that has of symmetry
Step-like plate.These structures can be applicable to the needs of different cross section precast beams.
See Fig. 1 to Fig. 5, in above-described embodiment that the present invention provides, on described top board 2
Correspondence position at described telescoping mechanism 3 is provided with through hole 21, and described top board 2 lower surface is spaced
It is welded with a plurality of grid of steel bars 12.Outside driver part drives telescoping mechanism by described through hole 21
Screw rod 32 in 3 rotates, beneficially the operation of telescoping mechanism.Described steel plate strip 12 is along can
Improve the intensity of described top board 2 so that it is be not susceptible to deformation.
See Fig. 6 to Fig. 8, in above-described embodiment that the present invention is given, put more energy into described in longitudinal direction
The angle 41 that cuts with suitable for reading of rib 4, the longitudinal stiffener 4 of described side plate 1 end is provided with multiple
Wear the through hole 42 of bolt.Angle 41 on described ribbed stiffener is also for making side plate 1 in receipts
Can Free Transform with top board 2 when putting.
Seeing Fig. 1 to Fig. 8, in above-described embodiment that the present invention is given, template total length is
6m-18m.Template can also be to be formed by connecting by organizing template at length direction more, passes through through hole
42 link together, and lengthening mould can improve to prop up tears efficiency open.
See Fig. 1 to Fig. 5, in above-described embodiment that the present invention is given, described telescoping mechanism
3 is multiple, and spacing distance is 1.5m-2.0m.The present embodiment is 2m.Described telescoping mechanism 3
Arrange many groups according to template length, so can make the uniform force of template, be not susceptible to deformation.
Seeing Fig. 6 to Fig. 8, in above-described embodiment that the present invention is given, side form 1 is internal to be hung
There is counterweight sand pocket 6.Described counterweight sand pocket 6, for described template counterweight, prevents it in construction
During Form floating.
Claims (7)
1., for manufacturing a gate side form for precast beam, including biside plate, connect side plate described in two
Described in the top board of end and connection two, the telescoping mechanism of side plate bottom, is characterized in that the interior of described side plate
Surface is welded with vertically and level is to the grid of steel bars ribbed stiffener of distribution, and described side plate bottom is provided with horizontal beam,
Described telescoping mechanism is the variable linkage of rhombus, is provided with nut at the upper inferior horn of described linkage,
Described nut is vertically installed with adjusting screw rod, the left and right corner of described linkage and adding on described side plate
Strength rib is connected by pivot pin.
2. gate side form as claimed in claim 1, is characterized in that described side plate two side is flat board
Side be flat board opposite side be bending step-like plate or two sides be symmetry the step having bending
Shape plate.
3. gate side form as claimed in claim 1, is characterized in that on described top board described flexible
The correspondence position of mechanism is provided with through hole, and described top board lower surface interval is welded with a plurality of grid of steel bars.
4. gate side form as claimed in claim 1, is characterized in that the suitable for reading of longitudinal described ribbed stiffener
Cutting with angle, the longitudinal stiffener of described side end is provided with multiple through hole wearing bolt.
5. gate side form as claimed in claim 1, is characterized in that template total length is 6m-18m.
6. gate side form as claimed in claim 1, is characterized in that described telescoping mechanism is multiple,
Spacing distance is 1.5m-2.0m.
7. gate side form as claimed in claim 1, is characterized in that hanging with inside step-like side form joining
Heavy sand bag.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201210291534.5A CN102848455B (en) | 2012-08-16 | 2012-08-16 | A kind of gate side form for manufacturing precast beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201210291534.5A CN102848455B (en) | 2012-08-16 | 2012-08-16 | A kind of gate side form for manufacturing precast beam |
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CN102848455A CN102848455A (en) | 2013-01-02 |
CN102848455B true CN102848455B (en) | 2016-08-24 |
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CN201210291534.5A Active CN102848455B (en) | 2012-08-16 | 2012-08-16 | A kind of gate side form for manufacturing precast beam |
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Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103276911B (en) * | 2013-06-06 | 2015-11-18 | 江苏九鼎环球建设科技集团有限公司 | A kind of elevator shaft mouth safety device |
CN103921340B (en) * | 2014-04-22 | 2017-11-24 | 杨众 | T-shaped component manufactures mould |
CN111360979A (en) * | 2020-05-08 | 2020-07-03 | 宁波优造建筑科技有限公司 | Integral die for maintaining precast beam by electric heating film |
CN112677296B (en) * | 2020-12-23 | 2021-11-09 | 保利长大工程有限公司 | Template with heat preservation cavity |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2470665A2 (en) * | 1979-12-06 | 1981-06-12 | Demler Sa Ets | Semi-permanent mould for pressed concrete building block - uses vertical ribs to stiffen sides and protects block during stack curing |
CN101372121A (en) * | 2004-07-28 | 2009-02-25 | 邱则有 | Mold for molding hollow thin wall component for filling concrete |
CN102294741A (en) * | 2011-07-14 | 2011-12-28 | 中铁二局股份有限公司 | Hinged draw type steel internal mould and construction method for prefabricating hollow slab beams |
CN102535338A (en) * | 2010-12-23 | 2012-07-04 | 上海市基础工程有限公司 | Hanging side formwork of cradle |
CN202826018U (en) * | 2012-08-16 | 2013-03-27 | 杨众 | Door-type side mold for manufacturing precast beams |
-
2012
- 2012-08-16 CN CN201210291534.5A patent/CN102848455B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2470665A2 (en) * | 1979-12-06 | 1981-06-12 | Demler Sa Ets | Semi-permanent mould for pressed concrete building block - uses vertical ribs to stiffen sides and protects block during stack curing |
CN101372121A (en) * | 2004-07-28 | 2009-02-25 | 邱则有 | Mold for molding hollow thin wall component for filling concrete |
CN102535338A (en) * | 2010-12-23 | 2012-07-04 | 上海市基础工程有限公司 | Hanging side formwork of cradle |
CN102294741A (en) * | 2011-07-14 | 2011-12-28 | 中铁二局股份有限公司 | Hinged draw type steel internal mould and construction method for prefabricating hollow slab beams |
CN202826018U (en) * | 2012-08-16 | 2013-03-27 | 杨众 | Door-type side mold for manufacturing precast beams |
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CN102848455A (en) | 2013-01-02 |
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Address after: Jiangdong District Baizhang road 315000 in Zhejiang province Ningbo City Exhibition Center No. 168 28C Applicant after: Yang Zhong Applicant after: Yang Feng Address before: 315000, AUX Road, No. 757 Li RI Road, Yinzhou District, Ningbo, Zhejiang, 502 Applicant before: Yang Zhong Applicant before: Yang Feng |
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