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
本发明公开了一种门过梁的施工方法及铝合金门过梁模板,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。采用本发明的铝合金门过梁模板进行门过梁施工时,可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。
The invention discloses a construction method of a door lintel and an aluminum alloy door lintel template. The aluminum alloy door lintel template is composed of a bottom template, side templates symmetrically connected on both sides of the bottom template, and symmetrically connected on both sides of the bottom template. The box-type formwork composed of the end formwork at the end is provided with a telescopic ejector rod for support at the bottom of the box-type formwork. When the aluminum alloy door lintel formwork of the present invention is used for door lintel construction, the door lintel and structural beam can be constructed together, so that the door lintel and structural beam can be formed at one time, ensuring the integrity of the door lintel and structural beam. Moreover, the present invention uses an assembled aluminum alloy door lintel formwork instead of 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 the input of manpower and material resources.
Description
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 formwork, belonging to the technical field of building formwork 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 ways
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 composed of 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 corner of formwork 4 and side formwork 1 is provided with a right-angle connecting plate 3 with connecting hole 9, and after latch 5 passes through right-angle connecting plate 3 and the connecting hole 9 on bottom formwork 4 or side formwork 1, bottom formwork 4 and 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 the aluminum alloy door lintel formwork of the present invention is used for 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 tighten The top is placed on the bottom of the aluminum alloy door lintel formwork 7. At this time, the door lintel reinforcement cage is placed in the aluminum alloy door lintel formwork 7, and the door lintel reinforcement cage is bound and connected with the structural beam reinforcement cage in the structural beam formwork 8, and then The aluminum alloy door lintel formwork 7 and the concrete in the structural beam formwork 8 are sequentially poured and vibrated. After the concrete reaches the design strength, the aluminum alloy door lintel formwork 7 and the structural beam formwork 8 are removed, so as to obtain an integrated structure with the structural beam. The door lintel improves its integrity.
Claims (6)
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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 |
FR3135291B1 (en) | 2022-05-06 | 2025-02-21 | Neves Pataco Leonel Das | Formwork device for lintels and posts |
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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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