CN105525750B - Beam forms is crossed by a kind of construction method of door lintel and aluminium alloy door - Google Patents
Beam forms is crossed by a kind of construction method of door lintel and aluminium alloy door Download PDFInfo
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- CN105525750B CN105525750B CN201510113433.2A CN201510113433A CN105525750B CN 105525750 B CN105525750 B CN 105525750B CN 201510113433 A CN201510113433 A CN 201510113433A CN 105525750 B CN105525750 B CN 105525750B
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Abstract
The invention discloses a kind of construction method of door lintel and aluminium alloy door to cross beam forms, the aluminium alloy door cross beam forms by end template, the box-type template that the Side Template that is symmetrically connected to the side template of end template both sides and is symmetrically connected to end template both ends forms, the bottom of box-type template is provided with the Extendible knockout pin for support.When crossing beam forms progress door lintel construction using the aluminium alloy door of the present invention, door lintel can be constructed together with structural beams, door lintel is set to be molded with structural beams one-off construction, ensure the globality of door lintel and structural beams, and the present invention is constructed using assembled aluminum alloy door lintel template instead of existing plank sheathing, not only increases the construction quality of door lintel, the number of turnover of increased template, and the duration is saved, reduce the input of man power and material.
Description
Technical field
The present invention relates to a kind of construction method of door lintel and aluminium alloy door to cross beam forms, belongs to building template construction technology
Field.
Background technology
In order to meet requirement, door opening is opened up in wall, in order to support the load transmitted above hole, and handle
These loads pass to the wall of door opening both sides, and crossbeam, i.e. door lintel are often set on door opening.At present, usually building
After the completion of the construction of owner's body structural beams, then door lintel construction is carried out, therefore, it is necessary to install again during later stage progress door lintel construction
Door lintel template and casting concrete, construction is more troublesome, causes claim for eot, wasting manpower and material resources.Meanwhile existing door mistake
Beam forms uses plank sheathing mostly, and not only the number of turnover is less for plank sheathing, and easy dilatancy after water suction, influences door lintel
Compact dimensions.Further, since door lintel is constructed after structural beams, therefore the door lintel after shaping is combined loosely with structural beams
Gu globality is poor, the weight capacity of door lintel is influenceed.
The content of the invention
It is an object of the present invention to provide a kind of simple in construction, quick construction, the construction method of lower-cost door lintel
And beam forms is crossed by aluminium alloy door, door lintel is molded with structural beams one-off construction, ensure the globality of door lintel and structural beams,
And existing plank sheathing form of construction work is instead of, improve the construction quality of door lintel, the number of turnover of increased template, section
The duration has been saved, has reduced the input of man power and material.
Technical scheme:A kind of construction method of door lintel, including existing aluminum alloy mould plate construction method,
The bottom of structure beam forms makes a rectangle hole, then pre-assembled box-type aluminium alloy door is crossed to the mouth of beam forms
Portion is docked at rectangle hole, then is tightly withstood on aluminium alloy door using Extendible knockout pin and crossed beam forms bottom, now by door lintel
Steel reinforcement cage is placed on aluminium alloy door and crossed in beam forms, and the structural beams steel reinforcement cage in door lintel steel reinforcement cage and structure beam forms is tied
Connection is tied up, aluminium alloy door is then poured successively and crosses beam forms and structure beam forms inner concrete and vibrate, treat that concrete reaches and set
After counting intensity, beam forms and structural beams form removable are crossed into by aluminium alloy door, so as to obtain the door mistake connected as one with structural beams
Beam.
The area at described rectangle hole is equal to the cross-sectional area of door lintel, and the mouth area that beam forms is crossed by aluminium alloy door is big
Area in rectangle hole.
Beam forms is crossed by aluminium alloy door used in a kind of above method, and it is by end template, right that beam forms is crossed by the aluminium alloy door
Claim the box-type template of Side Template composition for being connected to the side template of end template both sides and being symmetrically connected to end template both ends,
The bottom of box-type template is provided with the Extendible knockout pin for support.
Foregoing end template and side template is rectangular housing formula template, and bracing piece is provided with case type template,
The periphery of case type template is provided with connecting hole, and the corner of end template and side template, which is provided with the right angle with connecting hole, to be connected
Fishplate bar, after latch passes through the connecting hole on right-angle connecting plate and end template or side template, end template and side template are fixed and connected
Connect.
Foregoing Side Template periphery is provided with connecting hole, will after latch passes through the connecting hole on Side Template and side template
Side Template is fixedly connected with side template.
The bar portion of foregoing latch is cone, and one end of the rod is provided with trapezoidal hole, is provided with trapezoidal hole trapezoidal
Clamp.
Foregoing Extendible knockout pin is included with handled screw shell, be provided with the counterbore of screw shell upper end with
The push rod that the interporal lacuna coordinates, the screwed hole in screw shell lower end are provided with threaded support bar, are welded in threaded support bar bottom
It is connected to base.
Due to using above-mentioned technical proposal, the advantage of the invention is that:The present invention is in construction building owner's body structural beams
Meanwhile door lintel is constructed together with structural beams, door lintel is molded with structural beams one-off construction, ensure door lintel and structure
The globality of beam, and the present invention is constructed using assembled aluminum alloy door lintel template instead of existing plank sheathing, not only
The construction quality of door lintel, the number of turnover of increased template are improved, and saves the duration, reduces the throwing of man power and material
Enter.Therefore, this law is bright is not only simple in structure, quick construction, conveniently, and substantially increases the weight capacity of door lintel, protects
The use quality of building is demonstrate,proved, while construction cost can also be saved, shortens the duration, increases economic efficiency.
Brief description of the drawings
Fig. 1 is the front view of schematic structural view of the invention;
Fig. 2 is Fig. 1 top view;
Fig. 3 is the stereogram of lintel formwork structure schematic diagram in aluminium alloy door's in the present invention;
Fig. 4 is the front view of lintel formwork structure schematic diagram in aluminium alloy door's in the present invention;
Fig. 5 is Fig. 4 top view;
Fig. 6 is Fig. 4 left view;
Fig. 7 is Fig. 4 A-A sectional views;
Fig. 8 is the structural representation of latch in the present invention;
Fig. 9 is the structural representation of side template in the present invention;
Figure 10 is the structural representation of end template in the present invention;
Figure 11 is the structural representation of right-angle connecting plate in the present invention;
Figure 12 is the structural representation of Extendible knockout pin in the present invention.
Description of reference numerals:1- side templates, 2- Side Templates, 3- right-angle connecting plates, 4- end templates, 5- latches, 5.1- are trapezoidal
Hole, the trapezoidal clamps of 5.2-, 6- Extendible knockout pins, 6.1- push rods, 6.2- screw shells, 6.3- threaded support bars, 6.4- handles,
Beam forms, 8- structure beam forms, 9- connecting holes, 10- bracing pieces are crossed by 6.5- bases, 7- aluminium alloy doors.
Embodiment
In order that the object of the invention, technical scheme and advantage are clearer, with reference to the accompanying drawings and examples to the present invention
It is described in further detail.
Embodiment
As shown in figure 3 to figure 7, beam forms is crossed by a kind of aluminium alloy door of the invention, and it is by bed die that beam forms 7 is crossed by the aluminium alloy door
Plate 4, the side template 1 for being symmetrically connected to the both sides of end template 4 and be symmetrically connected to the both ends of end template 4 Side Template 2 form box
Body formula template, the Extendible knockout pin 6 for support is provided with the bottom of box-type template.As shown in Fig. 9~11, described bottom
Template 4 and side template 1 are rectangular housing formula template, and bracing piece 10 is provided with case type template, in case type template
Periphery is provided with connecting hole 9, and the corner of end template 4 and side template 1 is provided with the right-angle connecting plate 3 with connecting hole 9, inserted
After pin 5 passes through the connecting hole 9 on right-angle connecting plate 3 and end template 4 or side template 1, by end template 4 and the company of fixation of side template 1
Connect.The described periphery of Side Template 2 is provided with connecting hole 9, will after latch 5 passes through the connecting hole 9 on Side Template 2 and side template 1
Side Template 2 is fixedly connected with side template 1.As shown in figure 8, the bar portion of described latch 5 is cone, it is provided with one end of the rod
Trapezoidal hole 5.1, trapezoidal clamp 5.2 is provided with trapezoidal hole 5.1.As shown in figure 12, described Extendible knockout pin 6 includes carrying
The screw shell 6.2 of handle 6.4, the push rod 6.1 coordinated with the interporal lacuna is provided with the counterbore of the upper end of screw shell 6.2,
Screwed hole in the lower end of screw shell 6.2 is provided with threaded support bar 6.3, and base is welded with the bottom of threaded support bar 6.3
6.5。
, can be in advance in structure beam forms 8 when crossing beam forms progress door lintel construction using the aluminium alloy door of the present invention
Bottom makes a rectangle hole 9, and the area at the rectangle hole 9 is equal to the cross-sectional area of door lintel, and beam form is crossed by aluminium alloy door
The mouth area of plate 7 is more than the area at rectangle hole 9;Then beam forms 7 is crossed into by pre-assembled box-type aluminium alloy door
Oral area is docked at rectangle hole 9, then is tightly withstood on aluminium alloy door using Extendible knockout pin 6 and crossed the bottom of beam forms 7, now by door
Lintel steel reinforcement cage is placed on aluminium alloy door and crossed in beam forms 7, and by the structure joist steel in door lintel steel reinforcement cage and structure beam forms 8
The binding connection of muscle cage, then pours aluminium alloy door and crosses beam forms 7 and the inner concrete of structure beam forms 8 and vibrate, treat coagulation successively
After soil reaches design strength, beam forms 7 is crossed into by aluminium alloy door and structure beam forms 8 is removed, so as to obtain being connected as with structural beams
The door lintel of one, improves its globality.
Claims (6)
1. a kind of construction method of door lintel, including existing aluminum alloy mould plate construction method, it is characterised in that:In structure beam form
Plate(8)Bottom make a rectangle hole(9), beam forms is then crossed into by pre-assembled box-type aluminium alloy door(7)'s
Oral area is docked at rectangle hole(9)Place, then using Extendible knockout pin(6)Tightly withstand on aluminium alloy door and cross beam forms(7)Bottom, this
When door lintel steel reinforcement cage be placed on aluminium alloy door cross beam forms(7)It is interior, and by door lintel steel reinforcement cage and structure beam forms(8)It is interior
Structural beams steel reinforcement cage binding connection, then pour aluminium alloy door successively and cross beam forms(7)And structure beam forms(8)Inner concrete
And vibrate, after concrete reaches design strength, beam forms is crossed into by aluminium alloy door(7)And structure beam forms(8)Remove, so as to
To the door lintel connected as one with structural beams.
2. the construction method of door lintel according to claim 1, it is characterised in that:Described rectangle hole(9)Area
Equal to the cross-sectional area of door lintel, beam forms is crossed by aluminium alloy door(7)Mouth area be more than rectangle hole(9)Area.
3. beam forms is crossed by the aluminium alloy door used in a kind of construction method based on the door lintel described in claim 1 or 2, its feature
It is:Beam forms is crossed by the aluminium alloy door(7)It is by end template(4), be symmetrically connected to end template(4)The side template of both sides(1), with
And it is symmetrically connected to end template(4)The Side Template at both ends(2)The box-type template of composition, is provided with the bottom of box-type template
Extendible knockout pin for support(6);Described end template(4)And side template(1)It is rectangular housing formula template, in case type
Bracing piece is provided with template(10), the periphery of case type template is provided with connecting hole(9), in end template(4)With side template
(1)Corner be provided with connecting hole(9)Right-angle connecting plate(3), latch(5)Through right-angle connecting plate(3)And bottom
Template(4)Or side template(1)On connecting hole(9)Afterwards, by end template(4)With side template(1)It is fixedly connected.
4. beam forms is crossed by aluminium alloy door according to claim 3, it is characterised in that:Described Side Template(2)Periphery is set
There is connecting hole(9), latch(5)Through Side Template(2)And side template(1)On connecting hole(9)Afterwards, by Side Template(2)With side
Template(1)It is fixedly connected.
5. beam forms is crossed by the aluminium alloy door according to claim 3 or 4, it is characterised in that:The latch(5)Bar portion for circle
Taper, one end of the rod is provided with trapezoidal hole(5.1), in trapezoidal hole(5.1)Inside it is provided with trapezoidal clamp(5.2).
6. beam forms is crossed by aluminium alloy door according to claim 3, it is characterised in that:Described Extendible knockout pin(6)Including
With handle(6.4)Screw shell(6.2), in screw shell(6.2)It is provided with the counterbore of upper end and coordinates with the interporal lacuna
Push rod(6.1), in screw shell(6.2)The screwed hole of lower end is provided with threaded support bar(6.3), in threaded support bar
(6.3)Bottom is welded with base(6.5).
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CN201510113433.2A CN105525750B (en) | 2015-03-16 | 2015-03-16 | Beam forms is crossed by a kind of construction method of door lintel and aluminium alloy door |
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CN201510113433.2A CN105525750B (en) | 2015-03-16 | 2015-03-16 | Beam forms is crossed by a kind of construction method of door lintel and aluminium alloy door |
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CN105525750A CN105525750A (en) | 2016-04-27 |
CN105525750B true CN105525750B (en) | 2018-02-06 |
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CN106382005B (en) * | 2016-11-18 | 2024-07-12 | 青岛东捷建设集团有限公司 | Adjustable template system for quick pouring precast lintel |
CN107700839A (en) * | 2017-08-31 | 2018-02-16 | 上海二十冶建设有限公司 | A kind of novel method that template is fixed during cast-in-place lintel template construction |
CN107524300A (en) * | 2017-09-13 | 2017-12-29 | 甘肃第七建设集团股份有限公司 | A kind of nonlinear type lintel construction method |
CN110469108A (en) * | 2019-08-01 | 2019-11-19 | 上海建工七建集团有限公司 | Punching block window hole molding board and its installation method |
CN111502265B (en) * | 2020-04-29 | 2022-07-12 | 中国建筑第八工程局有限公司 | Lintel adjusting template system and construction method for constructing lintel |
FR3135291A1 (en) | 2022-05-06 | 2023-11-10 | Leonel Das Neves Pataco | Formwork device for lintels and posts |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4486000A (en) * | 1980-10-10 | 1984-12-04 | Peri-Werk Artur Schworer Gmbh & Co. Kg | Formwork system for concrete floors comprising a floor joist |
JPH0533482A (en) * | 1991-07-26 | 1993-02-09 | Nippon Kasetsu Kk | Conversion system beam form by integrally parting die and form-parting method |
CN2236000Y (en) * | 1995-12-18 | 1996-09-25 | 金侍华 | Bench mould support |
EP1197616A1 (en) * | 2000-10-13 | 2002-04-17 | Rainer Dipl.-Ing. F-H. Berreth | Lost shuttering for a lintel |
CN201649690U (en) * | 2010-05-20 | 2010-11-24 | 锦宸集团有限公司 | Height adjustable support of steel-tube back shore |
CN201730330U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Beam formwork for building |
CN201970387U (en) * | 2011-01-21 | 2011-09-14 | 中国三冶集团有限公司第二建筑工程公司 | Fabricating mould for lintel of doors and windows |
CN203308093U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum template in transverse beam structure for building |
CN203499262U (en) * | 2013-09-18 | 2014-03-26 | 中建六局建设发展有限公司 | One-off pouring structure of door and window hole lintel structure and vertical plate strip concrete structure |
CN203684664U (en) * | 2014-01-17 | 2014-07-02 | 中国建筑第四工程局有限公司 | Cast-in-place beam die for doors and windows |
-
2015
- 2015-03-16 CN CN201510113433.2A patent/CN105525750B/en active Active
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4486000A (en) * | 1980-10-10 | 1984-12-04 | Peri-Werk Artur Schworer Gmbh & Co. Kg | Formwork system for concrete floors comprising a floor joist |
JPH0533482A (en) * | 1991-07-26 | 1993-02-09 | Nippon Kasetsu Kk | Conversion system beam form by integrally parting die and form-parting method |
CN2236000Y (en) * | 1995-12-18 | 1996-09-25 | 金侍华 | Bench mould support |
EP1197616A1 (en) * | 2000-10-13 | 2002-04-17 | Rainer Dipl.-Ing. F-H. Berreth | Lost shuttering for a lintel |
CN201730330U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Beam formwork for building |
CN201649690U (en) * | 2010-05-20 | 2010-11-24 | 锦宸集团有限公司 | Height adjustable support of steel-tube back shore |
CN201970387U (en) * | 2011-01-21 | 2011-09-14 | 中国三冶集团有限公司第二建筑工程公司 | Fabricating mould for lintel of doors and windows |
CN203308093U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum template in transverse beam structure for building |
CN203499262U (en) * | 2013-09-18 | 2014-03-26 | 中建六局建设发展有限公司 | One-off pouring structure of door and window hole lintel structure and vertical plate strip concrete structure |
CN203684664U (en) * | 2014-01-17 | 2014-07-02 | 中国建筑第四工程局有限公司 | Cast-in-place beam die for doors and windows |
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