CN105525750A - Construction method of door lintel and aluminum alloy door lintel formwork - Google Patents

Construction method of door lintel and aluminum alloy door lintel formwork Download PDF

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Publication number
CN105525750A
CN105525750A CN201510113433.2A CN201510113433A CN105525750A CN 105525750 A CN105525750 A CN 105525750A CN 201510113433 A CN201510113433 A CN 201510113433A CN 105525750 A CN105525750 A CN 105525750A
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formwork
door lintel
template
alloy door
aluminium alloy
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CN105525750B (en
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李启涛
梁成佳
袁旭
石辉
尹川
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China Construction Fourth Bureau First Construction Engineering Co Ltd
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China Construction Fourth Bureau First Construction Engineering Co Ltd
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Abstract

The invention discloses a construction method of a door lintel and an aluminum alloy door lintel formwork. The aluminum alloy door lintel formwork consists of a box type formwork, wherein the box type formwork consists of a bottom formwork, side formworks and end formworks; the side formworks are symmetrically connected with the two sides of the bottom formwork; the end formworks are symmetrically connected with the two ends of the bottom formwork; and the bottom of the box type formwork is provided with a telescopic top rod used for supporting. When the aluminum alloy door lintel formwork is used for door lintel construction; the door lintel and a structure beam are constructed together, so that the door lintel and the structure beam are constructed and formed in one step; and the integrality of the door lintel and the structure beam is ensured. By using the assembled aluminum alloy door lintel formwork provided by the invention for replacing the existing wood formwork to perform construction, the construction quality of the door lintel is improved; the number of recycling times of the formwork is increased; the construction period is reduced; and the labor and material investment is reduced.

Description

一种门过梁的施工方法及铝合金门过梁模板Construction method of door lintel and aluminum alloy door lintel template

技术领域 technical field

本发明涉及一种门过梁的施工方法及铝合金门过梁模板,属于建筑模板施工技术领域。 The invention relates to a construction method of a door lintel and an aluminum alloy door lintel template, belonging to the technical field of building template construction.

背景技术 Background technique

为了满足使用要求,在墙体中要开设门洞口,为了支撑洞口上方传来的载荷,并把这些荷载传递给门洞两侧的墙体,常在门洞口上设置横梁,即门过梁。目前,一般是在建筑物主体结构梁施工完成后,再进行门过梁施工,因此后期进行门过梁施工时,需要重新支设门过梁模板并浇筑混凝土,施工较为麻烦,导致工期延长,浪费人力物力。同时,现有的门过梁模板大多采用木模板,木模板不仅周转次数较少,而且吸水后容易膨胀变形,影响门过梁的成型尺寸。此外,由于门过梁施工在结构梁之后,因此成型后的门过梁与结构梁结合不牢固,整体性较差,影响门过梁的承重能力。 In order to meet the requirements of use, a door opening should be opened in the wall. In order to support the load from above the opening and transfer these loads to the walls on both sides of the door opening, a crossbeam is often set on the door opening, that is, the door lintel. At present, the construction of the door lintel is generally carried out after the construction of the main structural beam of the building is completed. Therefore, when the door lintel is constructed in the later stage, it is necessary to re-support the door lintel formwork and pour concrete. The construction is more troublesome, resulting in an extension of the construction period. Waste of manpower and material resources. At the same time, most of the existing door lintel forms are made of wood formwork, which not only has fewer turnover times, but also easily expands and deforms after absorbing water, which affects the forming size of the door lintel. In addition, since the door lintel is constructed behind the structural beam, the formed door lintel is not firmly combined with the structural beam, and the integrity is poor, which affects the load-bearing capacity of the door lintel.

发明内容 Contents of the invention

本发明的目的在于,提供一种结构简单、施工快捷、成本较低的门过梁的施工方法及铝合金门过梁模板,使门过梁与结构梁一次性施工成型,保证门过梁与结构梁的整体性,而且取代了现有的木模板施工方式,提高了门过梁的施工质量,增加的模板的周转次数,节省了工期,减少人力和物力的投入。 The object of the present invention is to provide a construction method of door lintel and aluminum alloy door lintel formwork with simple structure, fast construction and low cost, so that the door lintel and structural beam can be formed in one-time construction, ensuring that the door lintel and The integrity of the structural beam, and replaces the existing wooden formwork construction method, improves the construction quality of the door lintel, increases the turnover times of the formwork, saves the construction period, and reduces the input of manpower and material resources.

本发明的技术方案:一种门过梁的施工方法,包括现有的铝合金模板施工方法,在结构梁模板的底部制作一个矩形洞口,然后将预先组装好的盒体式铝合金门过梁模板的口部对接在矩形洞口处,再采用可伸缩顶杆紧紧顶在铝合金门过梁模板底部,此时将门过梁钢筋笼放置在铝合金门过梁模板内,并将门过梁钢筋笼与结构梁模板内的结构梁钢筋笼捆绑连接,然后依次浇筑铝合金门过梁模板及结构梁模板内混凝土并振捣,待混凝土达到设计强度后,将铝合金门过梁模板及结构梁模板拆除,从而得到与结构梁连接为一体的门过梁。 The technical solution of the present invention: a construction method for a door lintel, including the existing aluminum alloy formwork construction method, making a rectangular opening at the bottom of the structural beam formwork, and then placing the pre-assembled box-type aluminum alloy door lintel formwork The mouth of the door is docked at the rectangular hole, and then the retractable ejector rod is used to tightly support the bottom of the aluminum alloy door lintel formwork. At this time, the door lintel reinforcement cage is placed in the aluminum alloy door lintel formwork, and the door lintel reinforcement cage It is bound and connected with the structural beam steel cage in the structural beam formwork, and then the aluminum alloy door lintel formwork and the concrete in the structural beam formwork are poured in sequence and vibrated. After the concrete reaches the design strength, the aluminum alloy door lintel formwork and structural beam formwork Demolition, thereby obtaining the door lintel connected with the structural beam as a whole.

所述的矩形洞口的面积等于门过梁的横截面积,铝合金门过梁模板的口部面积大于矩形洞口的面积。 The area of the rectangular opening is equal to the cross-sectional area of the door lintel, and the opening area of the aluminum alloy door lintel template is larger than the area of the rectangular opening.

一种上述方法中所用的铝合金门过梁模板,该铝合金门过梁模板是由底模板、对称连接在底模板两侧的侧模板、以及对称连接在底模板两端的端模板组成的盒体式模板,在盒体式模板的底部设置有用于支撑的可伸缩顶杆。 An aluminum alloy door lintel formwork used in the above method, the aluminum alloy door lintel formwork is a box composed of a bottom formwork, side formworks symmetrically connected to both sides of the bottom formwork, and end formworks symmetrically connected to both ends of the bottom formwork The body formwork is provided with a telescopic push rod for support at the bottom of the box formwork.

前述的底模板和侧模板均为矩形壳体式模板,在壳体式模板内设置有加强杆,在壳体式模板的周边设置有连接孔,在底模板与侧模板的拐角处设置有带有连接孔的直角连接板,插销穿过直角连接板以及底模板或侧模板上的连接孔后,将底模板与侧模板固定连接。 The above-mentioned bottom formwork and side formwork are both rectangular shell formwork, reinforcing rods are arranged in the shell formwork, connecting holes are provided around the periphery of the shell formwork, and connecting holes are provided at the corners of the bottom formwork and side formwork. The right-angle connecting plate, after the bolt passes through the connecting hole on the right-angle connecting plate and the bottom formwork or the side formwork, the bottom formwork and the side formwork are fixedly connected.

前述的端模板周边设置有连接孔,插销穿过端模板以及侧模板上的连接孔后,将端模板与侧模板固定连接。 Connection holes are provided around the aforementioned end formwork, and after the pins pass through the connection holes on the end formwork and the side formwork, the end formwork and the side formwork are fixedly connected.

前述的插销的杆部为圆锥形,在杆部一端设置有梯形孔,在梯形孔内设置有梯形卡板。 The rod portion of the aforementioned bolt is conical, and a trapezoidal hole is arranged at one end of the rod portion, and a trapezoidal clamping plate is arranged in the trapezoidal hole.

前述的可伸缩顶杆包括带有把手的螺纹套筒,在螺纹套筒上端的沉孔内设置有与该孔间隙配合的顶杆,在螺纹套筒下端的螺纹孔设置有螺纹支撑杆,在螺纹支撑杆底端焊接有底座。 The aforementioned retractable ejector rod includes a threaded sleeve with a handle, and a ejector rod that fits with the hole is provided in the counterbore at the upper end of the threaded sleeve, and a threaded support rod is provided at the threaded hole at the lower end of the threaded sleeve. The bottom end of the threaded support rod is welded with a base.

由于采用上述技术方案,本发明的优点在于:本发明在施工建筑物主体结构梁的同时,将门过梁与结构梁一起施工,使门过梁与结构梁一次性施工成型,保证门过梁与结构梁的整体性,而且本发明采用组装式铝合金门过梁模板代替现有的木模板进行施工,不仅提高了门过梁的施工质量,增加的模板的周转次数,而且节省了工期,减少人力和物力的投入。因此,本法明不仅结构简单,施工快捷、方便,而且大大提高了门过梁的的承重能力,保证建筑物的使用质量,同时还能够节约施工成本,缩短工期,提高经济效益。 Due to the adoption of the above-mentioned technical scheme, the present invention has the advantages of: the present invention constructs the door lintel and the structural beam together while constructing the main structural beam of the building, so that the door lintel and the structural beam are formed in one-time construction, ensuring that the door lintel and the structural beam are formed together. The integrity of the structural beam, and the present invention uses the assembled aluminum alloy door lintel formwork to replace the existing wooden formwork for construction, which not only improves the construction quality of the door lintel, increases the turnover times of the formwork, but also saves the construction period and reduces input of manpower and material resources. Therefore, this method is not only simple in structure, fast and convenient in construction, but also greatly improves the load-bearing capacity of the door lintel, ensures the quality of the building, and can also save construction costs, shorten the construction period, and improve economic benefits.

附图说明 Description of drawings

图1是本发明结构示意图的主视图; Fig. 1 is the front view of structural representation of the present invention;

图2是图1的俯视图; Fig. 2 is the top view of Fig. 1;

图3是本发明中铝合金门过梁模板结构示意图的立体图; Fig. 3 is the perspective view of the structure schematic diagram of aluminum alloy door lintel formwork in the present invention;

图4是本发明中铝合金门过梁模板结构示意图的主视图; Fig. 4 is the front view of the structure schematic diagram of the aluminum alloy door lintel formwork in the present invention;

图5是图4的俯视图; Figure 5 is a top view of Figure 4;

图6是图4的左视图; Fig. 6 is the left view of Fig. 4;

图7是图4的A-A剖视图; Fig. 7 is A-A sectional view of Fig. 4;

图8是本发明中插销的结构示意图; Fig. 8 is a structural schematic diagram of the latch in the present invention;

图9是本发明中侧模板的结构示意图; Fig. 9 is a schematic structural view of the side formwork in the present invention;

图10是本发明中底模板的结构示意图; Fig. 10 is a structural representation of the midsole formwork of the present invention;

图11是本发明中直角连接板的结构示意图; Fig. 11 is a schematic structural view of a right-angle connecting plate in the present invention;

图12是本发明中可伸缩顶杆的结构示意图。 Fig. 12 is a schematic structural view of the telescopic mandrel in the present invention.

附图标记说明:1-侧模板,2-端模板,3-直角连接板,4-底模板,5-插销,5.1-梯形孔,5.2-梯形卡板,6-可伸缩顶杆,6.1-顶杆,6.2-螺纹套筒,6.3-螺纹支撑杆,6.4-把手,6.5-底座,7-铝合金门过梁模板,8-结构梁模板,9-连接孔,10-加强杆。 Explanation of reference signs: 1-side formwork, 2-end formwork, 3-right-angle connecting plate, 4-bottom formwork, 5-bolt, 5.1-trapezoidal hole, 5.2-trapezoidal clamping plate, 6-retractable ejector rod, 6.1- Push rod, 6.2-threaded sleeve, 6.3-threaded support rod, 6.4-handle, 6.5-base, 7-aluminum alloy door lintel template, 8-structural beam template, 9-connecting hole, 10-strengthening rod.

具体实施方式 detailed description

为了使本发明目的、技术方案和优点更加清楚,下面结合附图和实施例对本发明作进一步的详细说明。 In order to make the purpose, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments.

实施例 Example

如图3~7所示,本发明的一种铝合金门过梁模板,该铝合金门过梁模板7是由底模板4、对称连接在底模板4两侧的侧模板1、以及对称连接在底模板4两端的端模板2组成的盒体式模板,在盒体式模板的底部设置有用于支撑的可伸缩顶杆6。如图9~11所示,所述的底模板4和侧模板1均为矩形壳体式模板,在壳体式模板内设置有加强杆10,在壳体式模板的周边设置有连接孔9,在底模板4与侧模板1的拐角处设置有带有连接孔9的直角连接板3,插销5穿过直角连接板3以及底模板4或侧模板1上的连接孔9后,将底模板4与侧模板1固定连接。所述的端模板2周边设置有连接孔9,插销5穿过端模板2以及侧模板1上的连接孔9后,将端模板2与侧模板1固定连接。如图8所示,所述的插销5的杆部为圆锥形,在杆部一端设置有梯形孔5.1,在梯形孔5.1内设置有梯形卡板5.2。如图12所示,所述的可伸缩顶杆6包括带有把手6.4的螺纹套筒6.2,在螺纹套筒6.2上端的沉孔内设置有与该孔间隙配合的顶杆6.1,在螺纹套筒6.2下端的螺纹孔设置有螺纹支撑杆6.3,在螺纹支撑杆6.3底端焊接有底座6.5。 As shown in Figures 3 to 7, an aluminum alloy door lintel formwork of the present invention, the aluminum alloy door lintel formwork 7 is composed of a bottom formwork 4, side formworks 1 symmetrically connected on both sides of the bottom formwork 4, and symmetrically connected The box formwork formed by the end formwork 2 at both ends of the bottom formwork 4 is provided with a telescopic push rod 6 for supporting at the bottom of the box formwork. As shown in Figures 9 to 11, the bottom formwork 4 and the side formwork 1 are both rectangular shell formwork, reinforcing rods 10 are arranged inside the shell formwork, connecting holes 9 are provided around the periphery of the shell formwork, and at the bottom The corners of formwork 4 and side formwork 1 are provided with a right-angle connecting plate 3 with connection holes 9, and after the latch 5 passes through the right-angle connection plate 3 and the connection holes 9 on the bottom formwork 4 or side formwork 1, the bottom formwork 4 and the side formwork 1 are connected. The side template 1 is fixedly connected. The periphery of the end formwork 2 is provided with connecting holes 9 , and after the bolts 5 pass through the connection holes 9 on the end formwork 2 and the side formwork 1 , the end formwork 2 and the side formwork 1 are fixedly connected. As shown in FIG. 8 , the rod portion of the bolt 5 is conical, and a trapezoidal hole 5.1 is arranged at one end of the rod portion, and a trapezoidal clamping plate 5.2 is arranged in the trapezoidal hole 5.1. As shown in Figure 12, the telescopic push rod 6 includes a threaded sleeve 6.2 with a handle 6.4, and a push rod 6.1 that fits with the clearance of the hole is arranged in the counterbore at the upper end of the threaded sleeve 6.2. The threaded hole at the lower end of the barrel 6.2 is provided with a threaded support rod 6.3, and a base 6.5 is welded at the bottom of the threaded support rod 6.3.

采用本发明的铝合金门过梁模板进行门过梁施工时,可以预先在结构梁模板8的底部制作一个矩形洞口9,该矩形洞口9的面积等于门过梁的横截面积,且铝合金门过梁模板7的口部面积大于矩形洞口9的面积;然后将预先组装好的盒体式铝合金门过梁模板7的口部对接在矩形洞口9处,再采用可伸缩顶杆6紧紧顶在铝合金门过梁模板7底部,此时将门过梁钢筋笼放置在铝合金门过梁模板7内,并将门过梁钢筋笼与结构梁模板8内的结构梁钢筋笼捆绑连接,然后依次浇筑铝合金门过梁模板7及结构梁模板8内混凝土并振捣,待混凝土达到设计强度后,将铝合金门过梁模板7及结构梁模板8拆除,从而得到与结构梁连接为一体的门过梁,提高其整体性。 When adopting the aluminum alloy door lintel formwork of the present invention to carry out door lintel construction, a rectangular opening 9 can be made in advance at the bottom of the structural beam formwork 8, the area of the rectangular opening 9 is equal to the cross-sectional area of the door lintel, and the aluminum alloy The area of the mouth of the door lintel template 7 is larger than the area of the rectangular hole 9; then the mouth of the pre-assembled box-type aluminum alloy door lintel template 7 is docked at the rectangular hole 9, and then the retractable ejector rod 6 is used to tightly At the bottom of the aluminum alloy door lintel template 7, the door lintel reinforcement cage is placed in the aluminum alloy door lintel template 7, and the door lintel reinforcement cage is bound and connected with the structural beam reinforcement cage in the structural beam template 8, and then Concrete in aluminum alloy door lintel formwork 7 and structural beam formwork 8 is poured in sequence and vibrated. After the concrete reaches the design strength, aluminum alloy door lintel formwork 7 and structural beam formwork 8 are removed to obtain an integral connection with the structural beam. The door lintel improves its integrity.

Claims (7)

1. the construction method of a door lintel, comprise existing aluminum alloy mould plate construction method, it is characterized in that: make a rectangle hole (9) in the bottom of structural beams template (8), then the oral area box-type aluminium alloy door assembled in advance being crossed beam forms (7) is docked at rectangle hole (9) place, adopt Extendible knockout pin (6) tightly to withstand on aluminium alloy door again and cross beam forms (7) bottom, now door lintel reinforcing cage being placed on aluminium alloy door crosses in beam forms (7), and door lintel reinforcing cage is bundled with the structural beams reinforcing cage in structural beams template (8) be connected, then build aluminium alloy door successively cross beam forms (7) and structural beams template (8) inner concrete and vibrate, reach after design strength until concrete, aluminium alloy door is crossed beam forms (7) and structural beams template (8) dismounting, thus obtain the door lintel that connects as one with structural beams.
2. the construction method of door lintel according to claim 1, is characterized in that: the area at described rectangle hole (9) equals the cross-sectional area of door lintel, and the mouth area that beam forms (7) is crossed by aluminium alloy door is greater than the area of rectangle hole (9).
3. cross beam forms based on the aluminium alloy door that the construction method of the door lintel described in claim 1 or 2 is used for one kind, it is characterized in that: this aluminium alloy door crosses beam forms (7) and is connected to by soffit formwork (4), symmetry the box-type template that Side Template (2) that the side template (1) of soffit formwork (4) both sides and symmetry be connected to soffit formwork (4) two ends forms, and is provided with the Extendible knockout pin (6) for supporting in the bottom of box-type template.
4. beam forms is crossed by aluminium alloy door according to claim 3, it is characterized in that: described soffit formwork (4) and side template (1) are rectangular housing formula template, bracing piece (10) is provided with in case type template, the periphery of case type template is provided with connecting hole (9), soffit formwork (4) and the corner of side template (1) are provided with the right-angle connecting plate (3) with connecting hole (9), latch (5) is through after the connecting hole (9) on right-angle connecting plate (3) and soffit formwork (4) or side template (1), soffit formwork (4) is fixedly connected with side template (1).
5. beam forms is crossed by aluminium alloy door according to claim 3, it is characterized in that: described Side Template (2) periphery is provided with connecting hole (9), Side Template (2), through after the connecting hole (9) on Side Template (2) and side template (1), is fixedly connected with side template (1) by latch (5).
6. beam forms is crossed by the aluminium alloy door according to claim 4 or 5, it is characterized in that: the bar portion of described latch (5), for conical, be provided with trapezoidal hole (5.1), be provided with trapezoidal clamp (5.2) in trapezoidal hole (5.1) in one end, bar portion.
7. beam forms is crossed by aluminium alloy door according to claim 3, it is characterized in that: described Extendible knockout pin (6) comprises the screw shell (6.2) of band jug (6.4), the push rod (6.1) coordinated with this interporal lacuna is provided with in the counterbore of screw shell (6.2) upper end, the screwed hole of screw shell (6.2) lower end is provided with threaded support bar (6.3), is welded with base (6.5) in threaded support bar (6.3) bottom.
CN201510113433.2A 2015-03-16 2015-03-16 Beam forms is crossed by a kind of construction method of door lintel and aluminium alloy door Expired - Fee Related CN105525750B (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106382005A (en) * 2016-11-18 2017-02-08 青岛东捷建设工程有限公司 Adjustable template system for rapidly pouring precast lintels
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
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
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
CN111502265A (en) * 2020-04-29 2020-08-07 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

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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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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
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Publication number Priority date Publication date Assignee Title
CN106382005A (en) * 2016-11-18 2017-02-08 青岛东捷建设工程有限公司 Adjustable template system for rapidly pouring precast lintels
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
CN111502265A (en) * 2020-04-29 2020-08-07 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

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