CN106437146A - Template used for casting floor beam and construction method of floor beam - Google Patents
Template used for casting floor beam and construction method of floor beam Download PDFInfo
- Publication number
- CN106437146A CN106437146A CN201610952402.0A CN201610952402A CN106437146A CN 106437146 A CN106437146 A CN 106437146A CN 201610952402 A CN201610952402 A CN 201610952402A CN 106437146 A CN106437146 A CN 106437146A
- Authority
- CN
- China
- Prior art keywords
- template
- floor
- side template
- floor beam
- horizontal back
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Abstract
The invention discloses a template used for casting a floor beam. The template comprises a beam bottom template, a beam side template, a beam end template and a floorslab bottom mold; the beam bottom template, the beam side template and the beam end template form an opening structure with the top opened and the periphery and the bottom closed; the floorslab bottom mold is arranged on the side of the top of the beam side template; the template also comprises a horizontal back ridge and a clamping piece; the horizontal back ridge is limited between the clamping piece and the side face of the beam side template. The invention also discloses a construction method of the floor beam. The template used for casting the floor beam and the construction method of the floor beam disclosed by the invention have the advantages that the floor beam has correct sectional dimension, no mold swelling, no mold explosion, no mud leakage and no deformation, the concrete construction quality is ensured, the construction is simple, the disassembly and the assembly are convenient, and the cost and the unnecessary repair can be effectively reduced and saved.
Description
Technical field
The present invention relates to construction engineering technical field, more particularly to a kind of floor beam are poured with template, the construction of floor beam
Method.
Background technology
Floor beam is the beam for mainly passing to the lotus of floorboard on pillar or body of wall, can also be used in brick used in framework
Mixed.
The floor Liangqi construction of prior art is generally realized using following technological means：Arrange top on full framing to open
The template of mouth, arranges floor bottom mould at the two ends in template opening region, in the cavity by casting concrete to template, forms beam
Structure.
And adopt above-mentioned Technology design framework or frame-shear-wall structure floor beam, pour vibrate when, side template is received
Power is concentrated, and can produce the phenomenon of the mould that rises, and serious meeting causes floor beam to fry the problems such as mould, deformation.In addition, traditional beam pours use
Many between its each template of template fixed using rivet, have between adjacent forms that to there is space larger, when pouring, can make
Become spillage.
Content of the invention
The present invention is directed to the deficiencies in the prior art, provide that a kind of sectional dimension of floor beam is correct, the mould that do not rise, do not fry mould,
Not spillage and indeformable, it is ensured that concrete construction quality, and it is simple to construct, easy accessibility, can be effectively cost-effective and need not
The floor beam that reprocesses that wants is poured with template, the construction method of floor beam.
The present invention realizes solving above-mentioned technical problem by following technological means：A kind of floor beam is poured uses template, bag
Include beam bottom mother plate, side template, beam-ends template, floor bottom mould；The beam bottom mother plate, beam-ends template, side template form top
The hatch frame of opening, surrounding and bottom closure；The floor bottom mould is arranged on the side at the side template top；The mould
Plate also includes horizontal back cord, holder；The horizontal back cord is spacing between the side of the holder and the side template.
Preferably：The holder includes one kind of steel pipe or rod.
Preferably：The horizontal back cord is clamped between the supporting rod and the side template by Screw arbor with nut at both-ends.
Preferably：Side template mounting structure, beam-ends model sheetinstallat knot are reserved with the edge at the beam bottom mother plate top
Structure, the width of the model sheetinstallat structure is identical with the side template thickness, beam-ends model sheetinstallat structure width and the beam
Side Template thickness is identical.
Preferably：The first flitch is supported by the bottom of the beam bottom mother plate, is supported by the bottom of the floor bottom mould
Second flitch.
A kind of construction method of floor beam, comprises the following steps：
(1) by the level of the floor beam casting area bottom in full framing arranged in parallel for some first flitches
On bar；
(2) beam bottom mother plate is arranged on the top of some first flitches；
(3) in the side of the beam bottom mother plate, end face side template, beam-ends template be respectively arranged with, the beam bottom mother plate,
Beam-ends template, side template form the hatch frame of open top, surrounding and bottom closure；
(4) some the second flitches being parallel to each other are provided with the horizon bar at the floor beam casting area top,
Floor bottom mould is arranged on the top of second flitch, positioned at the both sides of hatch frame；
(5) colligation floor beam and floor bar；
(6) in two sides of the hatch frame steel pipe is respectively arranged with, the side of the steel pipe and the hatch frame
Horizontal back cord installing space is reserved between face；
(7) by Screw arbor with nut at both-ends, horizontal back cord is clamped between the supporting rod and the side template；
(8) casting concrete.
Preferably, before casting concrete, protective layer cushion block is snapped on floor beam and floor bar.
The upper surface for being preferably located at the horizontal back cord of the top is alignd with the upper surface of the side template, positioned at most
The lower surface of the horizontal back cord of lower section is alignd with the lower surface of the side template.
Preferably, the edge at the beam bottom mother plate top is reserved with side template mounting structure, beam-ends model sheetinstallat knot
Structure, the width of the model sheetinstallat structure is identical with the side template thickness, beam-ends model sheetinstallat structure width and the beam
Side Template thickness is identical.
The some pieces of horizontal back cords for being preferably located at the same side are equally spaced from top to bottom.
It is an advantage of the current invention that：Pour when vibrating, as the present invention is provided with the level back of the body in the both sides of side template
Stupefied, when side template stress is concentrated, part power can be dispersed on horizontal back cord, so as to reduce the load of side template, have
Effect prevents from rising the generation of mould phenomenon.
Further, holder, side template are passed through by the bar portion of Screw arbor with nut at both-ends, well horizontal back cord can be clamped in
Between clamping bar and side template, while power transmission is met, easy to disassemble, installation.
Further, template is in molding, due to the combination having between each template of beam bottom mother plate and other using the fissure of displacement,
The phenomenon of spillage when reducing the gap between each template, effectively preventing concreting.
Further, by the first flitch, the setting of the second flitch, it is ensured that beam bottom mother plate, floor bottom mould are in length direction
Horizontality, prevents because of beam bottom mother plate, being uneven of floor bottom mould, after impact is poured, the stability of beam size.
Further, the setting of the horizontal back cord of polylith, can meet diverse location unloads power effect, is prevented effectively from side form any
Rise mould for individual position.
Further, before casting concrete, protective layer cushion block is snapped on floor beam and floor bar.By on reinforcing bar
Interruption arranges protective layer cushion block, prevents the deformation of invar muscle and causes to pour the problem of rear reinforcing bar leakage, so as to affect stablizing for beam
Property.
Description of the drawings
Fig. 1 pours the structural representation with template for a kind of floor beam of the present invention.
Fig. 2 pours the structure broken away view with template for a kind of floor beam of the present invention.
Specific embodiment
For further describing the present invention, with reference to embodiment, which is described further.
Embodiment 1
As shown in Figure 1, 2, the present embodiment discloses a kind of floor beam and pours and uses template, including beam bottom mother plate 7, side template 8,
Beam-ends template 15, floor bottom mould 13.Beam bottom mother plate 7, beam-ends template 15, side template 8 form open top, surrounding and bottom and close
The hatch frame of conjunction.Floor bottom mould 13 is arranged on the side at 8 top of side template.Also include horizontal back cord 9, holder.Level
Back cord 9 is spacing between holder and the side of side template 8.
Pour when vibrating, as the present invention is provided with horizontal back cord 9 in the both sides of side template 8, when side template 8 is received
When power is concentrated, part power can be dispersed on horizontal back cord 9, so as to reduce the load of side template 8, effectively prevent the mould phenomenon that rises
Generation.
Holder includes one kind of steel pipe 10 or rod.Preferably using steel pipe 10, it should the modulus of steel pipe 10, intensity
Height, during stress, is not likely to produce strain, so as to ensure that the stability of beam size.
In some embodiments：Horizontal back cord 9 is clamped between supporting rod and side template by Screw arbor with nut at both-ends 11.
The bar portion of Screw arbor with nut at both-ends 11 passes through holder, side template 8, well horizontal back cord 9 can be clamped in clamping bar
Between side template, while power transmission is met, easy to disassemble, installation.
Embodiment 2
As shown in Figure 1, 2, the present embodiment discloses a kind of floor beam and pours and uses template, including beam bottom mother plate 7, side template 8,
Beam-ends template 15, floor bottom mould 13.Beam bottom mother plate 7, beam-ends template 15, side template 8 form open top, surrounding and bottom and close
The hatch frame of conjunction.Floor bottom mould 13 is arranged on the side at 8 top of side template.Also include horizontal back cord 9, holder.Level
Back cord 9 is spacing between holder and the side of side template 8.Side template peace is reserved with the edge at 7 top of beam bottom mother plate
Assembling structure 16, beam-ends model sheetinstallat structure 17, the width of model sheetinstallat structure is identical with 8 thickness of side template, beam-ends template peace
17 width of assembling structure is identical with 15 thickness of beam-ends template.
Template in molding, between beam bottom mother plate 7 and other each templates using the fissure of displacement combination, reduce each template it
Between gap, when effectively preventing concreting spillage phenomenon.
Embodiment 3
As shown in Figure 1, 2, the present embodiment discloses a kind of floor beam and pours and uses template, including beam bottom mother plate 7, side template 8,
Beam-ends template 15, floor bottom mould 13.Beam bottom mother plate 7, beam-ends template 15, side template 8 form open top, surrounding and bottom and close
The hatch frame of conjunction.Floor bottom mould 13 is arranged on the side at 8 top of side template.Also include horizontal back cord 9, holder.Level
Back cord 9 is spacing between holder and the side of side template 8.Side template peace is reserved with the edge at 7 top of beam bottom mother plate
Assembling structure 16, beam-ends model sheetinstallat structure 17, the width of model sheetinstallat structure is identical with 8 thickness of side template, beam-ends template peace
17 width of assembling structure is identical with 15 thickness of beam-ends template.The first flitch 6 is supported by the bottom of beam bottom mother plate 7, in floor bottom mould
13 bottom is supported by the second flitch 12.
By the first flitch 6, the setting of the second flitch 12, it is ensured that beam bottom mother plate 7, floor bottom mould 13 are in the water of length direction
Levelling, prevents because of beam bottom mother plate 7, being uneven of floor bottom mould 13, after impact is poured, the stability of beam size.
Embodiment 4
As shown in Figure 1, 2, a kind of construction method of floor beam, comprises the following steps：
(1) the building of full framing.The present embodiment provides a kind of structure of full framing, and certainly, the full hall of the present invention is propped up
Frame is not limited to structure disclosed in the present embodiment, and the present invention can also be realized by the full framing of other prior arts.
First backing plate 1 is put with reference to design drawing according to the vertical pole's span of special construction plan, backing plate 1 is located at 2 bottom of vertical rod,
Vertical rod 2 is centrally located on backing plate 1, then with horizon bar 3 and 4 fix tightly vertical rod 2 of bar of sweeping the floor.Then bridging 5 is set, will be full
Hall scaffold connection is integral.
(2) by the water of some first flitch, the 6 floor beam casting area bottoms in full framing arranged in parallel
On flat bar 3.
(3) beam bottom mother plate 7 is arranged on the top of some first flitches 6.
(4) in the side of beam bottom mother plate 7, end face, side template 8, beam-ends template 15, beam bottom mother plate 7, beam are respectively arranged with
Side Template 15, side template 8 form the hatch frame of open top, surrounding and bottom closure.
(5) some the second flitches 12 being parallel to each other, building are provided with the horizon bar 3 at floor beam casting area top
Plate bed die 13 is arranged on the top of the second flitch 12, and ensure the bottom of floor bottom mould 13 and 8 top contact of side template or
Connection.
(6) colligation floor beam and floor bar.
(7) in two sides of hatch frame, steel pipe 10 is respectively arranged with, the bottom of steel pipe 10 can be supported on floor beam
On the horizon bar 3 of casting area bottom, 9 installing space of horizontal back cord between steel pipe 10 and the side of hatch frame, is reserved with.
(8) by Screw arbor with nut at both-ends 11, horizontal back cord 9 is clamped between supporting rod and side template.
(9) after acceptance of concealed work is qualified, casting concrete.
In some embodiments, before casting concrete, protective layer cushion block is snapped on floor beam and floor bar.Pass through
On reinforcing bar, interruption arranges protective layer cushion block, prevents the deformation of invar muscle and causes to pour the problem of rear reinforcing bar leakage, so as to affect
The stability of beam.
In some embodiments, the upper surface positioned at the horizontal back cord 9 of the top is alignd with the upper surface of side template 8,
Lower surface positioned at the horizontal back cord 9 of bottom is alignd with the lower surface of side template 8.So arrange, effectively can prevent from mixing
Solidifying soil leaks down from side template 8 and gap before floor bottom mould 13.
In some embodiments, some pieces of horizontal back cords 9 positioned at the same side are equally spaced from top to bottom.Polylith level is carried on the back
Stupefied 9 setting, can meet diverse location unloads power effect, is prevented effectively from any one position of side form and rises mould.
The preferred embodiment of the invention is these are only, not in order to limit the invention, all in the present invention
Any modification, equivalent and improvement that is made within the spirit and principle of creation etc., should be included in the guarantor of the invention
Within the scope of shield.
Claims (10)
1. a kind of floor beam is poured and uses template, including beam bottom mother plate, side template, beam-ends template, floor bottom mould；The beam bottom board
Plate, beam-ends template, side template form the hatch frame of open top, surrounding and bottom closure；The floor bottom mould is arranged on
The side at the side template top；It is characterized in that：The template also includes horizontal back cord, holder；The horizontal back cord
Spacing between the side of the holder and the side template.
2. a kind of floor beam according to claim 1 is poured and uses template, it is characterised in that：The holder include steel pipe or
Person's rod.
3. a kind of floor beam according to claim 1 and 2 is poured and uses template, it is characterised in that：The horizontal back cord passes through
Screw arbor with nut at both-ends is clamped between the supporting rod and the side template.
4. a kind of floor beam according to claim 1 is poured and uses template, it is characterised in that：At the beam bottom mother plate top
Edge is reserved with side template mounting structure, beam-ends model sheetinstallat structure, the width of the model sheetinstallat structure and the beam side
Template thickness is identical, the width of beam-ends model sheetinstallat structure is identical with the beam-ends template thickness.
5. a kind of floor beam according to claim 1 is poured and uses template, it is characterised in that：Bottom in the beam bottom mother plate
The first flitch is supported by, and the second flitch is supported by the bottom of the floor bottom mould.
6. a kind of construction method of floor beam, it is characterised in that comprise the following steps：
(1) by the horizon bar of the floor beam casting area bottom in full framing arranged in parallel for some first flitches
On；
(2) beam bottom mother plate is arranged on the top of some first flitches；
(3) in the side of the beam bottom mother plate, end face, side template, beam-ends template, the beam bottom mother plate, beam-ends are respectively arranged with
Template, side template form the hatch frame of open top, surrounding and bottom closure；
(4) some the second flitches being parallel to each other, floor are provided with the horizon bar at the floor beam casting area top
Bed die is arranged on the top of second flitch, positioned at the both sides of hatch frame；
(5) colligation floor beam and floor bar；
(6) be respectively arranged with steel pipe in two sides of the hatch frame, the side of the steel pipe and the hatch frame it
Between be reserved with horizontal back cord installing space；
(7) by Screw arbor with nut at both-ends, horizontal back cord is clamped between the supporting rod and the side template；
(8) casting concrete.
7. the construction method of a kind of floor beam according to claim 6, it is characterised in that before casting concrete, in building
Protective layer cushion block is snapped on layer beam and floor bar.
8. the construction method of a kind of floor beam according to claim 6：Characterized in that, the horizontal back cord positioned at the top
Upper surface align with the upper surface of the side template, positioned at the lower surface of the horizontal back cord of bottom and the beam side
The lower surface alignment of plate.
9. the construction method of a kind of floor beam according to claim 6, it is characterised in that at the beam bottom mother plate top
Edge is reserved with side template mounting structure, beam-ends model sheetinstallat structure, the width of the model sheetinstallat structure and the beam side
Template thickness is identical, the width of beam-ends model sheetinstallat structure is identical with the beam-ends template thickness.
10. the construction method of a kind of floor beam according to claim 6, it is characterised in that positioned at some pieces of the same side
The horizontal back cord is equally spaced from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610952402.0A CN106437146A (en) | 2016-11-02 | 2016-11-02 | Template used for casting floor beam and construction method of floor beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610952402.0A CN106437146A (en) | 2016-11-02 | 2016-11-02 | Template used for casting floor beam and construction method of floor beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106437146A true CN106437146A (en) | 2017-02-22 |
Family
ID=58180802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610952402.0A Pending CN106437146A (en) | 2016-11-02 | 2016-11-02 | Template used for casting floor beam and construction method of floor beam |
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| Country | Link |
|---|---|
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108972831A (en) * | 2018-07-23 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of sump, septic tank precast concrete cover manufacturing system |
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
| CN112589995A (en) * | 2020-11-25 | 2021-04-02 | 中铁大桥局上海工程有限公司 | Protection device for prefabricated upright column reinforcing steel bar frame protective layer cushion block and construction method thereof |
| CN115370136A (en) * | 2022-08-23 | 2022-11-22 | 中国二十冶集团有限公司 | Reinforcing structure and reinforcing method of beam side template |
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| CN201933778U (en) * | 2011-01-28 | 2011-08-17 | 四川省建筑机械化工程公司 | Assembling structure of cast-in-situ concrete beam formwork |
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| CN204754207U (en) * | 2015-03-16 | 2015-11-11 | 中建四局第一建筑工程有限公司 | Aluminium alloy door lintel template |
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| CN201526158U (en) * | 2009-09-14 | 2010-07-14 | 北京建工一建工程建设有限公司 | Special fixture for beam form |
| CN101787798A (en) * | 2010-02-11 | 2010-07-28 | 广东三穗建筑工程有限公司 | Construction process for reinforced concrete beam bottom bracing and reinforcing template |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
| CN108972831A (en) * | 2018-07-23 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of sump, septic tank precast concrete cover manufacturing system |
| CN112589995A (en) * | 2020-11-25 | 2021-04-02 | 中铁大桥局上海工程有限公司 | Protection device for prefabricated upright column reinforcing steel bar frame protective layer cushion block and construction method thereof |
| CN112589995B (en) * | 2020-11-25 | 2022-05-06 | 中铁大桥局上海工程有限公司 | Protection device for prefabricated upright column reinforcing steel bar frame protective layer cushion block and construction method thereof |
| CN115370136A (en) * | 2022-08-23 | 2022-11-22 | 中国二十冶集团有限公司 | Reinforcing structure and reinforcing method of beam side template |
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Application publication date: 20170222 |
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