CN203700961U - Double-layer comb-shaped template system - Google Patents
Double-layer comb-shaped template system Download PDFInfo
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- CN203700961U CN203700961U CN201420002051.3U CN201420002051U CN203700961U CN 203700961 U CN203700961 U CN 203700961U CN 201420002051 U CN201420002051 U CN 201420002051U CN 203700961 U CN203700961 U CN 203700961U
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- comb shape
- shape template
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 30
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 abstract description 14
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 230000000295 complement effect Effects 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 58
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model relates to a double-layer comb-shaped template system. The structure of the double-layer comb-shaped template system comprises a lower side template, an outer-layer comb-shaped template, an inner-layer comb-shaped template, fixing supports, screw rods, support lugs, dowels, bottom-layer reinforcing mesh pieces, top-layer reinforcing mesh pieces, horizontal reinforcing bars, limiting plates, limiting blocks, a bottom template, a panel, vertical stiffening plates, a horizontal stiffening plate, stiffening plates, a vertical rod, an inclined rod, nuts and lug plates. The double-layer comb-shaped template system has following beneficial effects: the double-layer comb-shaped template system is simple and convenient in installation and substantially formed after installation without die-adjustment and fine in integrality in that concrete plates are distinct in corner angles and high in accuracy; the inner-layer comb-shaped template and the outer-layer comb-shaped template are made complementary to each other to effectively solve problems arising from construction that serious mortar leakage on side surfaces of concrete prefabricated plates for the horizontal reinforcing bars and extremely inconvenient assembly and disassembly of templates; and therefore construction is carried out rapidly and a construction site is civilized and tidy.
Description
Technical field
The utility model relates to a kind of double-deck comb shape template system, is specifically effectively to solve while being provided with the construction of beard reinforced concrete prefabricated board that side spillage is serious, template peace is torn the extremely problem of inconvenience open.Belong to the realm of building construction.
Background technology
Steel-mixed combined beam structure is more and more applied in building and the bridge field of China, this wherein the form of structure of concrete prefabricated board+steel case beam because construction method is simple, be most widely used.Precast concrete plate thickness is generally all less than 60cm, some concrete prefabricated board cross sections adopt variable cross-section form, for guaranteeing precast plate quality of connection each other when mounted, concrete slab is equipped with beard reinforcing bar (beard reinforcing bar is extended and formed by the main muscle of upper and lower two-layer reinforced mesh), and rebar spacing is comparatively intensive, the upper and lower two-layer beard reinforcing bar having is the loop configuration of sealing, and so the side template form of structure of concrete prefabricated board just seems particularly important.In prior art, be provided with beard reinforced concrete prefabricated board side form structure and mainly contain following three kinds of methods:
Method one; side template is divided into three parts: lower side template (being bottom layer of the reinforcing steel protective layer template), upper side template (being top layer reinforcement cover template), middle side template (being the template between upper and lower two-layer reinforced mesh), separately adopt flitch or steel pipe that side template is supported, fixed.The method formwork structure is simple and easy, processing is simple, but because template piecemeal is more, support fixing comparatively trouble, prefabricated concrete slab side is linear poor, be the loop configuration of sealing or the concrete prefabricated board that cross section is variable cross-section form for beard reinforcing bar, wherein side template cannot normally be removed simultaneously.
Method two, side template is by side template (being the above segment template of bottom layer of the reinforcing steel), leakage stopping block (for filling in the strip crevice of stifled comb shape template between upper and lower two-layer reinforcing bar) on lower side template (being bottom layer of the reinforcing steel protective layer template), comb shape.It can adapt to all types concrete prefabricated board side template construction compared with method one, but because adopting leakage stopping block by seam leak stopping, and so at the bottom of efficiency of construction, labour intensity is large, plugging effect is poor, and prefabricated concrete slab side is linear poor, and precision is lower.
Method three, side template adopts fast-easy closing-up net to make, this kind of template installation and easy, but employing fast easy-to-closing in net stencil, allow exfiltrating part mortar, on-the-spot civilized construction like this will be difficult to meet the industrialized requirement of Modern Construction Technology, and fast-easy closing-up net rigidity is poor, make prefabricated concrete slab side linear poor, precision is lower.
Summary of the invention
The utility model proposes a kind of double-deck comb shape template system, its object is intended to overcome the existing above-mentioned defect of prior art, effectively leak stopping, globality better, peace tear open easy, and can the high bridge deck of prefabricated degree of precision.
The technical scheme that the utility model is taked is: it is characterized in that comprising lower side template, outer comb shape template, internal layer comb shape template, fixed support, wherein descend side template to be positioned at the below of internal layer comb shape template, outer comb shape template, take bottom layer of the reinforcing steel as boundary; Outer comb shape template is supported on lower side template, and is fixed by fixed support and A screw rod, B screw rod; Internal layer comb-shaped mould board is positioned at top layer reinforcing bar; Described fixed support is arranged between beard reinforcing bar; Described outer comb shape template is made up of panel, vertical strength plate and horizontal strength plate, wherein on panel, has the vertical notch corresponding with beard reinforcing bar, and the length of vertical strength plate is longer than panel; Vertical strength plate and screw rod corresponding position arrange energetically plate; In described internal layer comb shape template, have the vertical notch corresponding with outer comb shape template; Described fixed support is made up of cross bar, montant and brace, wherein on cross bar, montant, has circular hole, and correspondence arranges A nut, B nut, is provided with connection otic placode in the lower end of montant and brace, and cross bar below is provided with limiting plate; The short diameter that is doubled in beard reinforcing bar of vertical notch length of the more outer comb shape template of vertical notch length of described internal layer comb shape template; Described internal layer comb shape template transverse notch length is greater than described outer comb shape template vertical slot mouth width, is less than the level interval of outer comb shape template vertical slot mouth.
The beneficial effects of the utility model are: double-deck comb shape template system, and its simple installation is basic forming after installation, without mode transfer; Good integrity, prefabricated concrete slab corner angle are clearly demarcated, precision is high; Internal layer comb shape template and the complementation of outer comb shape template, efficiently solve and be provided with that beard reinforced concrete prefabricated board when construction side spillage is serious, template peace is torn the extremely problem of inconvenience open, makes quick construction, on-the-spot civilization, clean and tidy.
Accompanying drawing explanation
Fig. 1 is the assembling elevation of double-deck comb shape template system.
Fig. 2 is A-A schematic cross-section in Fig. 1.
Fig. 3 is Fig. 1 ectomesoderm comb plate, comb joint structure chart.
Fig. 4 is internal layer comb plate, comb joint structure chart in Fig. 1.
Fig. 5 is fixing rack structure figure in Fig. 1.
Fig. 6 is that Fig. 3 coordinates rear schematic diagram is installed with lower side template in Fig. 4 inside and outside layer comb plate, comb joint and Fig. 1.
Fig. 7-be 1. state diagram after lower side template, the installation of outer comb shape template.
Fig. 7-be 2. state diagram after the installation of the vertical notch insertion in edge internal layer comb shape template.
Fig. 7-be 3. promotes internal layer comb shape template along transverse notch, and makes top layer reinforcing bar snap in state diagram after the installation of semicircle notch.
In figure 1 is lower side template, outer comb shape template 2, internal layer comb shape template 3, fixed support 4, the 5th, A screw rod, the 6th, B screw rod, the 7th, ear seat, the 8th, pin, the 9th, bottom layer of the reinforcing steel net sheet, the 10th, top layer reinforced mesh, the 11st, beard reinforcing bar (is bottom layer of the reinforcing steel net sheet 9, top layer reinforced mesh 10 is exposed at the reinforcing bar in concrete slab outside), the 12nd, limiting plate, the 13rd, limited block, the 14th, soffit formwork, the 15th, panel, the 16th, vertical strength plate, the 17th, horizontal strength plate, the 18th, strength plate, the 19th, montant, the 20th, brace, the 21st, A nut, the 22nd, B nut, the 23rd, otic placode, 1. be lower side template, state after the installation of outer comb shape template, 2. be to insert internal layer comb shape template along vertical notch, 3. be to promote internal layer comb shape template along transverse notch, and make top layer reinforcing bar snap in semicircle notch.
The specific embodiment
Below in conjunction with accompanying drawing, embodiment/mode of the present utility model is described in further detail.
As shown in Fig. 1-Fig. 6, double-deck comb shape template system, its structure comprises lower side template 1, outer comb shape template 2, internal layer comb shape template 3, fixed support 4, wherein descends side template 1 to be positioned at the below of internal layer comb shape template 3, outer comb shape template 2, take bottom layer of the reinforcing steel 9 as boundary; Outer comb shape template 2 is supported on lower side template 1, and fixing by fixed support 4 and A screw rod 5, B screw rod 6; Internal layer comb shape template 3 is positioned in top layer reinforcing bar 10; Described fixed support 4 is arranged between beard reinforcing bar 11; Described outer comb shape template 2 is made up of panel 15, vertical strength plate 16 and horizontal strength plate 17, wherein on panel 15, have the vertical notch corresponding with beard reinforcing bar 11, the length of vertical strength plate 16 is longer than panel 15, so that prop up the panel of lower side template 1 while installing, thus realize spacing; Vertical strength plate 16 arranges energetically plate 18 with screw rod 5 corresponding positions; In described internal layer comb shape template 3, have the vertical notch corresponding with outer comb shape template 2; Described fixed support 4 is made up of cross bar 18, montant 19 and brace 20, wherein on cross bar 18, montant 19, have circular hole, and correspondence arranges A nut 21, B nut 22, be provided with in the lower end of montant 19 and brace 20 and connect otic placode 23, cross bar 18 belows are provided with limiting plate 12; The short diameter that is doubled in beard reinforcing bar 11 of vertical notch length of the more outer comb shape template 2 of vertical notch length of described internal layer comb shape template 3; Described internal layer comb shape template 3 transverse notch length are greater than the vertical width of rebate of described outer comb shape template 2, are less than the level interval a of outer comb shape template vertical slot mouth.
Described lower side template is provided with semicircle notch, and tilts to have an angle.
Described outer comb shape template 2 is provided with vertical notch and internal layer comb shape template 3 is provided with transverse notch formation inverted "L" shaped, and internal layer comb shape template transverse notch end is provided with semicircle notch upwards.
Described screw rod is containing vertical, level to two kinds of screw rods, and described fixed support is provided with vertical, level to two kinds of hold-down nuts that screw rod is corresponding.
The transverse notch spacing of described internal layer comb shape template 3 is identical with the vertical notch spacing of outer comb shape template 2, and both are all identical with beard reinforcing bar level interval.
The beard bar diameter of short one times of the vertical notch length of the more outer comb shape template of vertical notch length of described internal layer comb shape template 3, internal layer comb shape template 3 transverse notch length are greater than the vertical width of rebate of outer comb shape template 2, are less than the level interval of outer comb shape template 2 vertical notches.
Its mounting method, comprises the steps:
(1) according to concrete slab unwrapping wire situation, lower side template 1, ear seat 7 are fixed with soffit formwork 14;
(2) installing bottom layer reinforced mesh 9, top layer reinforced mesh 10, and its bottom layer of the reinforcing steel 9 is snapped in to the semicircle notch of lower side template 1;
(3) the vertical notch of outer comb shape template 2 inserts bottom layer of the reinforcing steel net sheet 9, top layer reinforced mesh 10 expose beard reinforcing bar 11;
(4) mounting and fixing bracket 4, by pin 8 by otic placode 23 and ear seat 7 pin joints, at the horizontal strength plate 17 and correspondence position welded limiting piece 13 of outer comb-shaped mould plate 2, and block limited block 13 with the limiting plate 12 of fixed support 4, execute stubborn A screw rod 5, B screw rod 6 holds out against respectively strength plate 18, limited block 13;
(5) the internal layer comb shape template 3 vertical notch corresponding with outer comb shape template 2 inserts bottom layer of the reinforcing steel net sheet 9, top layer reinforced mesh 10, be hung on top layer reinforcing bar 10 to internal layer comb shape template 3 transverse notch, promote internal layer comb shape template 3 along internal layer comb shape template 3 transverse notch directions, snap in to top layer reinforcing bar 10 in the semicircle notch of internal layer comb shape template 3;
(6) internal layer comb shape template 3 and outer comb shape template 2 are adjacent to, complete the leak stopping of outer comb shape template vertical slot mouth, complete template and install.
The utility model is not only confined to above-mentioned preferred forms, and no matter those skilled in the art make any variation under enlightenment of the present utility model, and every have identical with a utility model or akin technical scheme, all within its protection domain.
Claims (6)
1. double-deck comb shape template system, is characterized in that comprising lower side template, outer comb shape template, internal layer comb shape template, fixed support, wherein descends side template to be positioned at the below of internal layer comb shape template, outer comb shape template, take bottom layer of the reinforcing steel as boundary; Outer comb shape template is supported on lower side template, and is fixed by fixed support and A screw rod, B screw rod; Internal layer comb-shaped mould board is positioned at top layer reinforcing bar; Described fixed support is arranged between beard reinforcing bar; Described outer comb shape template is made up of panel, vertical strength plate and horizontal strength plate, wherein on panel, has the vertical notch corresponding with beard reinforcing bar, and the length of vertical strength plate is longer than panel; Vertical strength plate and screw rod corresponding position arrange energetically plate; In described internal layer comb shape template, have the vertical notch corresponding with outer comb shape template; Described fixed support is made up of cross bar, montant and brace, wherein on cross bar, montant, has circular hole, and correspondence arranges A nut, B nut, is provided with connection otic placode in the lower end of montant and brace, and cross bar below is provided with limiting plate; The short diameter that is doubled in beard reinforcing bar of vertical notch length of the more outer comb shape template of vertical notch length of described internal layer comb shape template; Described internal layer comb shape template transverse notch length is greater than described outer comb shape template vertical slot mouth width, is less than the level interval of outer comb shape template vertical slot mouth.
2. double-deck comb shape template system as claimed in claim 1, is characterized in that: described lower side template is provided with semicircle notch, and tilts to have an angle.
3. double-deck comb shape template system as claimed in claim 1, it is characterized in that: described outer comb shape template is provided with vertical notch and internal layer comb shape template is provided with transverse notch formation inverted "L" shaped, and internal layer comb shape template transverse notch end is provided with semicircle notch upwards.
4. double-deck comb shape template system as claimed in claim 1, is characterized in that: described screw rod is containing vertical, level to two kinds of screw rods, and described fixed support is provided with vertical, level to two kinds of hold-down nuts that screw rod is corresponding.
5. double-deck comb shape template system as claimed in claim 3, is characterized in that: the transverse notch spacing of described internal layer comb shape template is identical with the vertical notch spacing of outer comb shape template, and both are all identical with beard reinforcing bar level interval.
6. double-deck comb shape template system as claimed in claim 3, it is characterized in that: the beard bar diameter that the vertical notch length of the more outer comb shape template of vertical notch length of described internal layer comb shape template is short a times, internal layer comb shape template transverse notch length is greater than outer comb shape template vertical slot mouth width, is less than the level interval of outer comb shape template vertical slot mouth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002051.3U CN203700961U (en) | 2014-01-03 | 2014-01-03 | Double-layer comb-shaped template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002051.3U CN203700961U (en) | 2014-01-03 | 2014-01-03 | Double-layer comb-shaped template system |
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| Publication Number | Publication Date |
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| CN203700961U true CN203700961U (en) | 2014-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420002051.3U Expired - Lifetime CN203700961U (en) | 2014-01-03 | 2014-01-03 | Double-layer comb-shaped template system |
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| Country | Link |
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| CN (1) | CN203700961U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711083A (en) * | 2014-01-03 | 2014-04-09 | 中铁大桥局集团第四工程有限公司 | Double-layer comb-shaped pattern plate system and installation method thereof |
| CN110640877A (en) * | 2019-09-21 | 2020-01-03 | 安徽鸿腾住工科技有限公司 | Superimposed sheet preparation ware |
-
2014
- 2014-01-03 CN CN201420002051.3U patent/CN203700961U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711083A (en) * | 2014-01-03 | 2014-04-09 | 中铁大桥局集团第四工程有限公司 | Double-layer comb-shaped pattern plate system and installation method thereof |
| CN103711083B (en) * | 2014-01-03 | 2015-10-28 | 中铁大桥局集团第四工程有限公司 | A kind of double-deck comb shape template system and mounting method |
| CN110640877A (en) * | 2019-09-21 | 2020-01-03 | 安徽鸿腾住工科技有限公司 | Superimposed sheet preparation ware |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140709 |