CN108487266A - A kind of cutting arched framework beam forms - Google Patents
A kind of cutting arched framework beam forms Download PDFInfo
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- CN108487266A CN108487266A CN201810557698.5A CN201810557698A CN108487266A CN 108487266 A CN108487266 A CN 108487266A CN 201810557698 A CN201810557698 A CN 201810557698A CN 108487266 A CN108487266 A CN 108487266A
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- 238000005520 cutting process Methods 0.000 title claims abstract description 20
- 238000009415 formwork Methods 0.000 claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 230000000903 blocking effect Effects 0.000 claims abstract description 4
- 210000001503 joint Anatomy 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 3
- 239000012528 membrane Substances 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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Abstract
本发明公开了一种路堑拱形骨架梁模板,由若干个拱形单元组成,每个拱形单元由内模与外模构成;内模整体构造形状为中空拱形体,由两块内模上圆弧、内模腿模、两块内模平板、两块内模拐角和内模下圆弧闭合组装而成;外模由外模上圆弧与两块外模平板构成;内模与外模通过连接角钢平行固定连接,外模上圆弧内径大于内模上圆弧的内径;内膜平板与外模平板的外端之间通过法兰固定连接有堵板;拱形单元与拱形单元之间通过横向连接角钢与竖向连接角钢相连接。本发明通过每个拱形单元组建固定连接,现场浇筑混泥土即可形成路堑护坡,与现有技术相比,具有安装快捷,拆除方便、组模完整的优点,同时大大降低了施工成本,提高了施工效率。
The invention discloses an arched skeleton beam formwork for road cutting, which is composed of several arched units, each arched unit is composed of an inner mold and an outer mold; Arc, inner mold leg mold, two inner mold flat plates, two inner mold corners and inner mold lower arc are closed and assembled; outer mold is composed of outer mold upper arc and two outer mold flat plates; inner mold and outer mold The molds are fixed and connected in parallel by connecting angle steel, the inner diameter of the arc on the outer mold is larger than the inner diameter of the arc on the inner mold; there is a blocking plate fixedly connected between the inner membrane plate and the outer end of the outer mold plate through a flange; the arched unit and the arched The units are connected by horizontal connecting angle steels and vertical connecting angle steels. The invention establishes a fixed connection through each arched unit, and pouring concrete on site can form a cutting slope protection. Compared with the prior art, it has the advantages of quick installation, convenient dismantling, and complete formwork, and at the same time greatly reduces construction costs and improves improved construction efficiency.
Description
技术领域:Technical field:
本发明属于道路工程模板设备技术领域,尤其涉及一种用于现浇式的路堑拱形骨架梁模板。The invention belongs to the technical field of road engineering formwork equipment, and in particular relates to a formwork for cast-in-place arched skeleton beams of cuttings.
背景技术:Background technique:
在工程中尝尝遇到在滑坡、岩堆等不良地质体中开挖形成路堑工程(或隧道明洞工程)的情形。当开挖路堑切穿滑面或挖断滑坡抗滑段时,需要采取很强的支挡工程才能保证开挖路堑及滑坡(岩堆)的稳定,特别是当两侧的开挖高度均较高且开挖路堑较窄时,工程投资较大且外观形式不美观,工程总投资更加巨大。目前,现有路堑一部分为现场浇筑,在浇筑时需要根据尺寸拼接各种模板,传统模板施工后,存在模板拆除麻烦、容易缺棱少角以及安装和拆除操作不便的问题。为此,亟需一种新的模板结构来解决以上问题。In the engineering, try to encounter the situation of cutting engineering (or tunnel opening engineering) formed by excavating in unfavorable geological bodies such as landslides and rock piles. When the excavation cutting cuts through the sliding surface or breaks the anti-slide section of the landslide, it is necessary to take strong retaining engineering to ensure the stability of the excavation cutting and the landslide (rock pile), especially when the excavation heights on both sides are relatively high. When the cutting is high and the excavation is narrow, the project investment is large and the appearance is not beautiful, and the total project investment is even greater. At present, part of the existing road cutting is poured on site, and various formworks need to be spliced according to the size during pouring. After the traditional formwork is constructed, there are problems such as troublesome formwork removal, easy lack of edges and corners, and inconvenient installation and removal operations. Therefore, a new template structure is urgently needed to solve the above problems.
发明内容:Invention content:
本发明所要解决的技术问题是提供一种安装和拆除方便的现浇式路堑拱形骨架梁模板。The technical problem to be solved by the present invention is to provide a cast-in-place formwork for cutting arched skeleton beams which is easy to install and dismantle.
为解决上述技术问题,本发明采取以下技术方案:In order to solve the problems of the technologies described above, the present invention takes the following technical solutions:
一种路堑拱形骨架梁模板,由若干个拱形单元组成,每个拱形单元由内模与外模构成;内模整体构造形状为中空拱形体,由两块内模上圆弧、内模腿模、两块内模平板、两块内模拐角和内模下圆弧闭合组装而成,两块内模上圆弧的对边之间通过法兰连接内模腿模,两块内模上圆弧的另一边分别通过法兰对应连接两块内模平板的一边,两块内模平板的另一边分别通过法兰对应连接两块内模拐角的一边,两块内模拐角的另一边通过法兰分别连接内模下圆弧的两边;外模由外模上圆弧与两块外模平板构成,其中外模上圆弧与内模上圆弧为同心圆弧,外模上圆弧的两边分别通过法兰对应连接两块外模平板的一边;内模与外模通过连接角钢平行固定连接,外模上圆弧内径大于内模上圆弧的内径;内膜平板与外模平板的外端之间通过法兰固定连接有堵板;拱形单元与拱形单元之间通过横向连接角钢与竖向连接角钢相连接。An arched skeleton beam formwork for cutting, which is composed of several arched units, each arched unit is composed of an inner mold and an outer mold; The mold leg mold, two inner mold flat plates, two inner mold corners and inner mold lower arcs are closed and assembled. The other side of the arc on the mold is respectively connected to one side of the two inner mold plates through flanges, the other side of the two inner mold plates is respectively connected to the corner of the two inner molds through flanges, and the other side of the two inner mold corners is One side is respectively connected to the two sides of the lower arc of the inner mold through the flange; the outer mold is composed of the upper arc of the outer mold and two flat plates of the outer mold, wherein the upper arc of the outer mold and the upper arc of the inner mold are concentric arcs, and the upper arc of the outer mold The two sides of the arc are respectively connected to one side of the two outer mold plates through flanges; the inner mold and the outer mold are fixedly connected in parallel through connecting angle steel, and the inner diameter of the arc on the outer mold is larger than the inner diameter of the arc on the inner mold; The outer ends of the formwork plates are fixedly connected with blocking plates through flanges; the arched units are connected with each other through horizontal connecting angle steels and vertical connecting angle steels.
上述内模上圆弧、内模平板以及内模下圆弧的内壁上垂直固定焊接有若干个固定加强筋。A plurality of fixed reinforcing ribs are vertically fixedly welded on the inner wall of the upper arc of the inner mold, the flat plate of the inner mold and the inner wall of the lower arc of the inner mold.
上述外模上圆弧和外模平板的外壁上垂直固定焊接有若干个固定加强筋。A plurality of fixed reinforcement ribs are vertically fixedly welded on the arc on the outer mold and the outer wall of the outer mold plate.
上述外模平板和内模平板的上端对应固定横向连接角钢的位置设有横向连接孔,用于通过法兰固定连接横向连接角钢。The upper ends of the above-mentioned outer mold plate and inner mold plate are provided with transverse connection holes corresponding to the fixed transverse connection angle steel positions, and are used for fixedly connecting the transverse connection angle steel through flanges.
上述外模上圆弧、内模上圆弧与内模平板的上端对应固定竖向连接角钢的位置设有竖向连接孔,用于通过法兰固定连接竖向连接角钢。The upper arc of the outer mold, the upper arc of the inner mold, and the upper end of the flat plate of the inner mold are provided with vertical connection holes corresponding to the positions of the fixed vertical connection angle steels, which are used for fixedly connecting the vertical connection angle steels through flanges.
进一步地,上述外模平板的两边焊接有对接法兰的连接板,连接板的长度略小于外模平板的外壁长度,使对接法兰的连接板与外模平板之间留有一定间隙,便于浇筑混泥土时操作方便,不会留下模板印记。Further, connecting plates with butt joint flanges are welded on both sides of the above-mentioned outer mold plate, and the length of the joint plate is slightly shorter than the length of the outer wall of the outer mold plate, so that a certain gap is left between the joint plate of the butt joint flange and the outer mold plate, which is convenient It is easy to operate when pouring concrete and will not leave template marks.
进一步地,上述两块内模上圆弧之间连接内模腿模,内模上圆弧直边的法兰向里偏一定角度,内模腿模直边的法兰对应向外偏一定角度,构成外大里小的喇叭口结构,使内模腿模与模板之间的咬合力小,可轻易将模板拆出。Further, the inner mold leg mold is connected between the upper arcs of the two inner molds, the flanges on the straight sides of the arcs on the inner molds deviate inward at a certain angle, and the flanges on the straight sides of the inner mold leg molds deviate outwards at a certain angle , forming a bell mouth structure with a large outside and a small inside, so that the bite force between the inner mold leg mold and the formwork is small, and the formwork can be easily removed.
进一步地,上述内模拐角为左右高低不等的立体结构,其高端面与内模平板连接,低端面与内模下圆弧连接。Further, the corners of the above-mentioned inner mold are three-dimensional structures with different heights on the left and right, the high-end surface is connected with the flat plate of the inner mold, and the low end surface is connected with the lower arc of the inner mold.
本发明组模时,先将内模与外模的各个模板通过法兰对应连接组成拱形单元,再将各个拱形单元通过横向连接角钢与竖向连接角钢固定连接在一起,然后于每个单元之间的空隙中浇筑混泥土,即形成路堑护坡。When the present invention forms the mold, the respective templates of the inner mold and the outer mold are connected correspondingly through flanges to form an arched unit, and then each arched unit is fixedly connected together through a horizontal connection angle steel and a vertical connection angle steel, and then each Concrete is poured in the gaps between the units to form the cutting slope protection.
本发明的有益效果在于:本发明路堑拱形骨架梁模板通过每个拱形单元组建固定连接,现场浇筑混泥土即可形成路堑护坡,与现有技术相比,具有安装快捷,拆除方便、组模完整的优点,同时大大降低了施工成本,提高了施工效率。The beneficial effect of the present invention is that: the cut arched skeleton beam formwork of the present invention is fixedly connected through each arched unit, and the concrete poured on site can form the cut slope protection. Compared with the prior art, it has the advantages of quick installation, convenient dismantling, The advantages of complete formwork, while greatly reducing construction costs and improving construction efficiency.
附图说明:Description of drawings:
图1是本发明路堑拱形骨架梁模板的整体结构示意图;Fig. 1 is the overall structure schematic diagram of cutting arched skeleton beam formwork of the present invention;
图2是本发明中拱形单元的结构示意图;Fig. 2 is the structural representation of arch unit among the present invention;
图3是本发明中外模平板的结构示意图;Fig. 3 is the structural representation of outer mold plate in the present invention;
图中:1-拱形单元,2-内模,3-外模,4-内模上圆弧,5-内模腿模,6-内模平板,7-内模拐角,8-内模下圆弧,9-外模上圆弧,10-外模平板,11-连接角钢,12-堵板,13-横向连接角钢,14-竖向连接角钢,15-横向连接孔,16-竖向连接孔,17-连接板。In the figure: 1-arch unit, 2-inner mold, 3-outer mold, 4-upper arc of inner mold, 5-leg mold of inner mold, 6-flat plate of inner mold, 7-corner of inner mold, 8-inner mold Lower arc, 9-upper arc of outer mold, 10-plate of outer mold, 11-connecting angle steel, 12-blocking plate, 13-horizontal connecting angle steel, 14-vertical connecting angle steel, 15-horizontal connecting hole, 16-vertical To the connection hole, 17-connection plate.
具体实施方式:Detailed ways:
下面结合附图对本发明的技术方案进行详细说明。The technical solution of the present invention will be described in detail below in conjunction with the accompanying drawings.
如图1~图2所示,一种路堑拱形骨架梁模板,由若干个拱形单元1组成,每个拱形单元1由内模2与外模3构成;内模2整体构造形状为中空拱形体,由两块内模上圆弧4、内模腿模5、两块内模平板6、两块内模拐角7和内模下圆弧8闭合组装而成,两块内模上圆弧4的对边之间通过法兰连接内模腿模5,两块内模上圆弧4的另一边分别通过法兰对应连接两块内模平板6的一边,两块内模平板6的另一边分别通过法兰对应连接两块内模拐角7的一边,两块内模拐角7的另一边通过法兰分别连接内模下圆弧8的两边;外模3由外模上圆弧9与两块外模平板10构成,其中外模上圆弧9与内模上圆弧4为同心圆弧,外模上圆弧9的两边分别通过法兰对应连接两块外模平板10的一边;内模2与外模3通过连接角钢11平行固定连接,外模上圆弧9内径大于内模上圆弧4的内径;内模平板6与外模平板10的外端之间通过法兰固定连接有堵板12;拱形单元1与拱形单元1之间通过横向连接角钢13与竖向连接角钢14相连接;所述内模上圆弧4、内模平板6以及内模下圆弧8的内壁上垂直固定焊接有若干个固定加强筋;所述外模上圆弧9和外模平板10的外壁上垂直固定焊接有若干个固定加强筋;所述外模平板10和内模平板6的上端对应固定横向连接角钢13的位置设有横向连接孔15,用于通过法兰固定连接横向连接角钢13;所述外模上圆弧9、内模上圆弧8与内模平板6的上端对应固定竖向连接角钢14的位置设有竖向连接孔16,用于通过法兰固定连接竖向连接角钢14。As shown in Figures 1 to 2, a cut arched skeleton beam formwork is composed of several arched units 1, and each arched unit 1 is composed of an inner mold 2 and an outer mold 3; the overall structural shape of the inner mold 2 is The hollow arched body is assembled by closing and assembling two inner mold upper arcs 4, inner mold leg molds 5, two inner mold flat plates 6, two inner mold corners 7 and inner mold lower arcs 8. The opposite sides of the arc 4 are connected to the inner mold leg mold 5 by flanges, and the other sides of the upper arcs 4 of the two inner molds are respectively connected to one side of the two inner mold flat plates 6 through flanges, and the two inner mold flat plates 6 The other side of the two inner mold corners 7 is respectively connected to one side by flanges, and the other side of the two inner mold corners 7 is respectively connected to both sides of the lower arc 8 of the inner mold through flanges; the outer mold 3 is formed by the upper arc of the outer mold. 9 and two outer mold plates 10, wherein the upper arc 9 of the outer mold and the upper arc 4 of the inner mold are concentric arcs, and the two sides of the upper arc 9 of the outer mold are respectively connected to the two outer mold plates 10 through flanges. On one side; the inner mold 2 and the outer mold 3 are fixedly connected in parallel by connecting the angle steel 11, and the inner diameter of the arc 9 on the outer mold is greater than the inner diameter of the arc 4 on the inner mold; The blue is fixedly connected with a blocking plate 12; the arched unit 1 and the arched unit 1 are connected by a horizontal connection angle steel 13 and a vertical connection angle steel 14; the inner mold upper arc 4, the inner mold flat plate 6 and the lower inner mold The inner wall of the arc 8 is vertically fixedly welded with several fixed reinforcing ribs; the outer wall of the arc 9 on the outer mold and the outer wall of the outer mold plate 10 are vertically fixedly welded with several fixed reinforcing ribs; The upper end of the die plate 6 is provided with a horizontal connection hole 15 corresponding to the position of the fixed horizontal connection angle steel 13, which is used to fixedly connect the horizontal connection angle steel 13 through the flange; The upper end of the plate 6 is provided with a vertical connecting hole 16 corresponding to the position where the vertical connecting angle steel 14 is fixed, and is used for fixedly connecting the vertical connecting angle steel 14 through a flange.
进一步地,上述外模平板10的两边焊接有对接法兰的连接板17,连接板17的长度略小于外模平板10的外壁长度,使对接法兰的连接板17与外模平板10之间留有一定间隙,便于浇筑混泥土时操作方便,不会留下模板印记。Further, the two sides of the above-mentioned outer mold plate 10 are welded with connecting plates 17 of butt flanges, and the length of the connecting plates 17 is slightly less than the length of the outer wall of the outer mold plate 10, so that the connecting plate 17 of the butt joint flange and the outer mold plate 10 There is a certain gap, which is convenient for operation when pouring concrete, and will not leave template marks.
进一步地,上述两块内模上圆弧8之间连接内模腿模5,内模上圆弧8直边的法兰向里偏一定角度,内模腿模5直边的法兰对应向外偏一定角度,构成外大里小的喇叭口结构,使内模腿模5与模板之间的咬合力小,可轻易将模板拆出。Further, the inner mold leg mold 5 is connected between the upper circular arcs 8 of the two inner molds, and the flanges on the straight sides of the inner mold upper circular arcs 8 deviate to a certain angle inwardly, and the flanges on the straight sides of the inner mold leg molds 5 correspond to Deviating outward at a certain angle constitutes a bell mouth structure with a large outside and a small inside, so that the bite force between the inner mold leg mold 5 and the formwork is small, and the formwork can be easily removed.
进一步地,上述内模拐角7为左右高低不等的立体结构,其高端面与内模平板6连接,低端面与内模下圆弧8连接。Further, the above-mentioned inner mold corner 7 is a three-dimensional structure with different heights on the left and right, its high end surface is connected with the inner mold flat plate 6, and its low end surface is connected with the inner mold lower arc 8.
现场施工时:在需要浇筑该路堑拱形骨架梁模板的地方,利用施工地的坡面为底模,于坡面上测量好尺寸预先铺设好地基;与铺设好的地基上先将内模2与外模3的各个模板通过法兰对应连接组成一个一个拱形单元1;将每个拱形单元1通过横向连接角钢13与竖向连接角钢14固定连接在一起,然后于每个单元之间的空隙中浇筑混泥土,即形成路堑护坡。During on-site construction: where it is necessary to pour the formwork of the arched skeleton beam of the cutting, use the slope of the construction site as the base form, measure the size on the slope and lay the foundation in advance; Each formwork of the outer mold 3 is correspondingly connected through flanges to form an arched unit 1; each arched unit 1 is fixedly connected together through a horizontal connection angle steel 13 and a vertical connection angle steel 14, and then between each unit Concrete is poured in the gap to form the cutting slope protection.
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Cited By (4)
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CN109518702A (en) * | 2018-12-21 | 2019-03-26 | 河海大学 | A kind of hyperbolic arch ground beam joint geogrid slope protection structure and its construction method |
CN110670608A (en) * | 2019-10-29 | 2020-01-10 | 中冶建工集团有限公司 | Construction method of mortar rubble arch protection slope |
CN111155760A (en) * | 2020-01-13 | 2020-05-15 | 中铁上海工程局集团华海工程有限公司 | a project template |
CN112796336A (en) * | 2021-02-05 | 2021-05-14 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
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CN112796336A (en) * | 2021-02-05 | 2021-05-14 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
CN112796336B (en) * | 2021-02-05 | 2022-08-05 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
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