CN110056181A - A kind of subsided rest room assembly steel form and construction method - Google Patents
A kind of subsided rest room assembly steel form and construction method Download PDFInfo
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- CN110056181A CN110056181A CN201910469609.6A CN201910469609A CN110056181A CN 110056181 A CN110056181 A CN 110056181A CN 201910469609 A CN201910469609 A CN 201910469609A CN 110056181 A CN110056181 A CN 110056181A
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- steel formwork
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded elements
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- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
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Abstract
Description
技术领域technical field
本发明涉及建筑施工技术领域,尤其是一种下沉式卫生间拼装钢模板及施工方法。The invention relates to the technical field of building construction, in particular to a sunken toilet assembled steel formwork and a construction method.
背景技术Background technique
在建筑施工中,为了保证卫生间的防水防渗问题,一般设计院在设计时考虑采用下沉式楼板形式,卫生间侧模板需要沉箱吊模施工,混凝土浇筑后的质量好坏主要取决于沉箱模板的稳定性,常用的卫生间吊模为木胶合板进行支模,木模板刚度较小,平整度较差,主要存在吊模水平,竖向位移,混凝土浇筑偏位,涨模,漏浆甚至出现缺棱掉角,接头节点不易控制等质量缺陷,易出现渗水渗漏、泛水等现象,带来很多麻烦,严重影响卫生间的使用质量。In building construction, in order to ensure the waterproof and anti-seepage problems of toilets, the general design institute considers the use of sunken floor slabs in the design. The toilet side formwork needs caisson hanging formwork construction. Stability, the commonly used toilet hanging formwork is wood plywood for formwork. The wooden formwork has low rigidity and poor flatness. There are mainly horizontal hanging formwork, vertical displacement, deviation of concrete pouring, form expansion, slurry leakage and even missing edges. The quality defects such as falling corners, difficult control of joint nodes, etc., are prone to water seepage, leakage, flooding, etc., which bring a lot of trouble and seriously affect the quality of the bathroom.
经检索发现,公告号为CN206957202U的中国专利,公开了卫生间沉箱整体定型钢模板,包括四块侧板、四根连接杆、一根拉杆、四个吊环和四个顶升件,所述四块侧板组合成外框,所述四根连接杆分别设置于外框角部连接相邻两块侧板,所述拉杆连接两根连接杆,吊环支腿中间设置顶升件固定于外框脚步侧板内壁。After searching, it was found that the Chinese patent with the announcement number CN206957202U discloses the overall shaping steel formwork of the bathroom caisson, including four side plates, four connecting rods, one tie rod, four lifting rings and four lifting parts. The side plates are combined into an outer frame, the four connecting rods are respectively arranged at the corners of the outer frame to connect two adjacent side plates, the tie rods are connected with the two connecting rods, and a lifting piece is arranged in the middle of the lifting ring legs to be fixed on the steps of the outer frame. Inner side wall.
但是,上述专利中所有连接形式均采用焊接,不可拆卸,存在费时费力费人工以及成本高的不足。However, all the connection forms in the above-mentioned patents are welded and cannot be disassembled, which is time-consuming, labor-intensive, labor-intensive, and costly.
经检索发现,公告号为CN207392738U的中国专利,公开了一种卫生间沉箱模板系统,包括底模板以及底模板四周相连接的侧面模板,侧面模板包括下侧面模板和上侧面模板,下侧面模板的上端与上侧面模板的下端相连接,下侧面模板的下端具有向内弯曲并与底模板相连的弧形部。上述专利的结构复杂,钢模板拼装构件较多,不利于现场施工作业,混凝土浇筑面侧模板6块木板拼装而成,难以确保混凝土沿缝隙处出现漏浆等情况,难以保证浇筑混凝土的质量。After searching, it is found that the Chinese patent with the publication number CN207392738U discloses a bathroom caisson formwork system, including a bottom formwork and a side formwork connected around the bottom formwork, the side formwork includes a lower side formwork and an upper side formwork, and the upper end of the lower side formwork It is connected with the lower end of the upper side formwork, and the lower end of the lower side formwork has an arc portion which is bent inward and connected with the bottom formwork. The structure of the above-mentioned patent is complex, and there are many steel formwork assembling components, which is not conducive to on-site construction operations. The side formwork of the concrete pouring surface is assembled by 6 wooden boards, which makes it difficult to ensure that the concrete will leak along the gap, and it is difficult to ensure the quality of the poured concrete.
发明内容SUMMARY OF THE INVENTION
本发明的目的是根据上述现有技术的不足,提供了一种下沉式卫生间拼装钢模板及施工方法,通过可拆卸的直角钢模板拼装形成沉箱结构,实现高质量的下沉式卫生间吊模施工。The purpose of the present invention is to provide a sunken toilet assembling steel formwork and construction method according to the above-mentioned deficiencies of the prior art, and form a caisson structure by assembling a detachable right-angle steel formwork to realize high-quality sunken toilet hanging formwork construction.
本发明目的实现由以下技术方案完成:The realization of the object of the present invention is accomplished by the following technical solutions:
本发明第一个方面,提供一种下沉式卫生间拼装钢模板,所述拼装钢模板包括四个直角钢模板,所述四个直角钢模板可拆卸式地围合拼装构成沉箱;相邻的所述直角钢模板之间通过高强螺栓连接;所述沉箱内纵横向交错布置固定连接杆;所述固定连接杆的两端分别与相对的两个所述直角钢模板连接,并与所述沉箱连接构成一体结构。A first aspect of the present invention provides a sunken toilet assembled steel formwork, the assembled steel formwork includes four right-angle steel formwork, and the four right-angle steel formwork are detachably enclosed and assembled to form a caisson; adjacent The right-angle steel formwork is connected by high-strength bolts; the fixed connecting rods are arranged vertically and horizontally in the caisson; the two ends of the fixed connecting rod are respectively connected with the two opposite right-angle steel formwork, and with the caisson The connection forms a one-piece structure.
进一步,所述直角钢模板的上端部和下端部设有第一翼缘,所述第一翼缘向所述沉箱的内侧伸出,所述固定连接杆设置在所述直角钢模板的上端部的所述第一翼缘处Further, the upper and lower ends of the right-angle steel formwork are provided with first flanges, the first flanges protrude toward the inner side of the caisson, and the fixed connecting rod is arranged on the upper end of the right-angle steel formwork at the first flange of
所述直角钢模板的上和/或下端部设有第一翼缘,所述第一翼缘向所述沉箱的内侧伸出,所述固定连接杆设置在所述直角钢模板的所述第一翼缘处。The upper and/or lower ends of the right-angle steel formwork are provided with first flanges, the first flanges protrude toward the inside of the caisson, and the fixed connecting rods are arranged on the first flanges of the right-angle steel formwork. A wing edge.
更加优选地,所述直角钢模板的钢板厚度为5mm,翼缘伸出长度为50mm,且钢板翼缘预留若干Φ12直径螺栓孔。More preferably, the thickness of the steel plate of the right-angle steel formwork is 5 mm, the extension length of the flange is 50 mm, and several Φ12 diameter bolt holes are reserved for the flange of the steel plate.
优选地,所述固定连接杆包括纵向固定连接杆和横向固定连接杆,所述纵向固定连接杆设置在所述直角钢模板的所述第一翼缘的上部,所述横向固定连接杆设置在所述直角钢模板的所述第一翼缘的下部。更加优选地,所述横向固定连接杆、纵向固定连接杆均采用30×20×2.5mm矩形方钢管。Preferably, the fixed connecting rod includes a longitudinal fixed connecting rod and a horizontal fixed connecting rod, the longitudinal fixed connecting rod is arranged on the upper part of the first flange of the right-angle steel formwork, and the horizontal fixed connecting rod is arranged on the upper part of the first flange of the right-angle steel formwork the lower portion of the first flange of the right-angle steel formwork. More preferably, the horizontal fixed connecting rod and the vertical fixed connecting rod are both 30×20×2.5mm rectangular square steel pipes.
优选地,所述沉箱的四角位置分别设置有吊环及顶升件,所述吊环及所述顶升件下端均设有螺纹,所述吊环及所述顶升件下端穿过所述直角钢模板的上端部的所述第一翼缘并通过螺帽拧紧固定。Preferably, four corners of the caisson are respectively provided with a lifting ring and a jacking piece, the lower ends of the lifting ring and the lifting piece are both provided with threads, and the lower end of the lifting ring and the lifting piece pass through the right-angle steel formwork The first flange of the upper end is fastened and fixed by a nut.
优选地,所述直角钢模板的左、右两端部分别设有左翼缘和右翼缘,所述直角钢模板的所述左翼缘和所述右翼缘分别向所述沉箱的内侧伸出,所述高强螺栓设置在所述直角钢模板的所述左翼缘、所述右翼缘处。Preferably, the left and right ends of the right-angle steel formwork are respectively provided with a left flange and a right flange, and the left flange and the right flange of the right-angle steel formwork respectively protrude toward the inner side of the caisson, so The high-strength bolts are arranged at the left flange and the right flange of the right-angle steel formwork.
优选地,所述直角钢模板包括左直角钢模板和右直角钢模板,所述左直角钢模板和右直角钢模板均冷压成L型。Preferably, the right angle steel formwork includes a left right angle steel formwork and a right right angle steel formwork, and the left right angle steel formwork and the right right angle steel formwork are both cold-pressed into an L shape.
本发明第二个方面,提供了一种下沉式卫生间拼装钢模板的施工方法,包括:The second aspect of the present invention provides a construction method for assembling a steel formwork for a sunken bathroom, comprising:
支设卫生间及周边梁板模板,绑扎钢筋,根据沉箱卫生间底边标高,在所述卫生间的四周梁箍筋处分别焊接水平定位钢筋;The toilet and the surrounding beam and plate formwork are supported, and the steel bars are bound. According to the elevation of the bottom edge of the caisson toilet, the horizontal positioning steel bars are respectively welded at the surrounding beam stirrups of the toilet;
将直角钢模板通过高强螺栓连接形成沉箱,所述沉箱支承在所述水平定位钢筋上,作为所述沉箱的底支撑;A caisson is formed by connecting the right-angle steel formwork through high-strength bolts, and the caisson is supported on the horizontal positioning steel bars as the bottom support of the caisson;
在所述沉箱内纵横向交错布置固定连接杆,用于加强连接固定;In the caisson, vertical and horizontally staggered fixed connecting rods are arranged to strengthen the connection and fixation;
在所述沉箱的四角位置分别设置吊环及顶升件;At the four corners of the caisson are respectively provided with rings and lifting pieces;
在所述沉箱的外围浇筑混凝土并振捣密实。Concrete is poured and vibrated to the periphery of the caisson.
优选地,所述方法还包括:预先完成所述沉箱的拼装之后,再将所述沉箱通过吊装支承在所述水平定位钢筋上。Preferably, the method further includes: after the assembling of the caisson is completed in advance, the caisson is supported on the horizontal positioning steel bar by hoisting.
进一步,在混凝土浇筑完成后,还包括钢模板拆除,待混凝土的强度达到设计要求后拆模;拆模顺序为先松后拆,采用千斤顶逐一顶升所述沉箱四角的所述顶升件,拆卸所述高强螺栓及所述固定连接杆,进行回收供再次使用。Further, after the concrete pouring is completed, it also includes the removal of the steel formwork, and the formwork is removed after the strength of the concrete reaches the design requirements; the formwork removal sequence is first loosening and then removing, and the jacks are used to lift the lifting pieces at the four corners of the caisson one by one. The high-strength bolts and the fixed connecting rods are disassembled and recovered for reuse.
优选地,在混凝土浇筑完成后,还包括钢模板吊离,待混凝土的强度达到设计要求后拆模;采用塔式起重机通过所述吊环将所述沉箱整体吊离供再次使用。Preferably, after the concrete is poured, the steel formwork is also hoisted away, and the formwork is removed after the strength of the concrete meets the design requirements; the caisson is hoisted from the whole caisson through the hoisting ring by a tower crane for reuse.
与现有技术相比,本发明具有如下的有益效果:Compared with the prior art, the present invention has the following beneficial effects:
本发明上述结构中,所有的连接形式全部采用螺栓连接,钢模板均是工厂定制化生产,安装方便,省时省力,节约成本。In the above structure of the present invention, all the connection forms are all bolted, and the steel formwork is custom-made in the factory, which is easy to install, saves time and effort, and saves costs.
本发明采用了钢模板,刚度大,且上端部的第一翼缘处通过高强对拉螺栓连接纵横向布置的固定连接杆,稳定四周的钢模板,防止混凝土侧压力较大,引起的模板变形,从而导致涨模,漏浆,混凝土成型观感差等问题,保证了钢模板的稳定性,可有效保证混凝土浇筑不偏位,又保证了混凝土成型内实外光,无渗漏。The invention adopts steel formwork, which has high rigidity, and the first flange of the upper end is connected with fixed connecting rods arranged vertically and horizontally through high-strength tension bolts, so as to stabilize the surrounding steel formwork and prevent deformation of the formwork caused by the high pressure on the concrete side. , which leads to problems such as mold expansion, slurry leakage, and poor appearance of concrete molding, which ensures the stability of the steel formwork, effectively ensures that the concrete pouring is not off-position, and ensures that the concrete molding is bright inside and outside, and there is no leakage.
本发明可批量化生产,能够减少施工工序和误差,保证卫生间沉箱组装的质量,并且沉箱可有效避免有木模板可能带来的渗水渗漏,涨模,爆模等问题,大大降低了现有技术中因现场施工工序不合格而造成混凝土质量问题。The invention can be mass-produced, can reduce construction procedures and errors, ensure the quality of toilet caisson assembly, and the caisson can effectively avoid problems such as water seepage, mold expansion, mold explosion and other problems that may be caused by wooden formwork, greatly reducing existing Concrete quality problems are caused by unqualified on-site construction procedures in the technology.
本发明具有施工方便、快捷的优点,且全部为螺栓连接,安装方便,拆卸容易,可重复使用,节约材料,降低成本。The invention has the advantages of convenient and fast construction, and is all connected by bolts, which is convenient to install, easy to disassemble, reusable, saves materials and reduces costs.
附图说明Description of drawings
图1为本发明一实施例的结构示意图;1 is a schematic structural diagram of an embodiment of the present invention;
图2为本发明一实施例中直角钢模板示意图;2 is a schematic diagram of a right-angle steel formwork in an embodiment of the present invention;
图3a为本发明一实施例中顶升件示意图;Fig. 3a is a schematic diagram of a lifting member in an embodiment of the present invention;
图3b为本发明一实施例中吊环示意图;3b is a schematic diagram of a lifting ring in an embodiment of the present invention;
图4为本发明一实施例中定位安装及模板系统图;4 is a diagram of a positioning installation and a template system according to an embodiment of the present invention;
图5为本发明一实施例的施工流程图。FIG. 5 is a construction flow chart of an embodiment of the present invention.
图中标记分别表示为:1为直角钢模板、2为横向固定连接杆、3为纵向固定连接杆、4为吊环、5为顶升件、6为高强螺栓、7为待浇混凝土、8为水平定位钢筋。The marks in the figure are respectively indicated as: 1 is right-angle steel formwork, 2 is horizontal fixed connecting rod, 3 is vertical fixed connecting rod, 4 is lifting ring, 5 is jacking piece, 6 is high-strength bolt, 7 is concrete to be poured, 8 is Position the rebar horizontally.
具体实施方式Detailed ways
下面结合具体实施例对本发明进行详细说明。以下实施例将有助于本领域的技术人员进一步理解本发明,但不以任何形式限制本发明。应当指出的是,对本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进。这些都属于本发明的保护范围。The present invention will be described in detail below with reference to specific embodiments. The following examples will help those skilled in the art to further understand the present invention, but do not limit the present invention in any form. It should be noted that, for those skilled in the art, several modifications and improvements can be made without departing from the concept of the present invention. These all belong to the protection scope of the present invention.
参照图1所示,为本发明一实施例的下沉式卫生间拼装钢模板的结构示意图,图中包括四个直角钢模板1,四个直角钢模板1可拆卸式地围合拼装构成沉箱;相邻的直角钢模板1之间通过高强螺栓6连接;沉箱内纵横向交错布置固定连接杆;固定连接杆的两端分别与相对的两个直角钢模板1连接,并与沉箱连接构成一体结构。在一具体实施例中,在沉箱上部横向纵向各设置两根固定连接杆。Referring to FIG. 1, it is a schematic structural diagram of a sunken bathroom assembling steel formwork according to an embodiment of the present invention. The figure includes four right-angle steel formwork 1, and the four right-angle steel formwork 1 are detachably enclosed and assembled to form a caisson; The adjacent right-angle steel formwork 1 is connected by high-strength bolts 6; the fixed connecting rods are arranged vertically and horizontally in the caisson; the two ends of the fixed connecting rod are respectively connected with two opposite right-angle steel formwork 1, and are connected with the caisson to form an integrated structure . In a specific embodiment, two fixed connecting rods are respectively arranged on the upper part of the caisson in the transverse and longitudinal directions.
上述结构中通过纵横交错布置的固定连接杆,使相对的直角钢模板1之间的连接固定得到加强,稳定四周的钢模板,防止在混凝土侧压力较大时,引起的模板变形,从而提高沉箱的整体性,使其在后续混凝土浇筑过程中确保沉箱的受力稳定性。In the above structure, the fixed connecting rods arranged in a crisscross pattern can strengthen the connection and fixation between the opposite right-angle steel formwork 1, stabilize the surrounding steel formwork, and prevent the formwork deformation caused by the high pressure on the concrete side, thereby improving the caisson. The integrity of the caisson ensures the mechanical stability of the caisson during the subsequent concrete pouring process.
在其他优选实施例中,直角钢模板1的上端部和下端部设有第一翼缘,第一翼缘向沉箱的内侧伸出,起到稳定的作用。固定连接杆设置在直角钢模板1的上端部的第一翼缘处。在上端部的第一翼缘处连接固定连接杆,可以保持模板的整体稳定,防止浇筑混凝土时,侧压力过大,钢模板挤压变形。In other preferred embodiments, the upper and lower ends of the right-angle steel formwork 1 are provided with first flanges, and the first flanges protrude toward the inner side of the caisson to play a stabilizing role. The fixed connecting rod is arranged at the first flange of the upper end of the right-angle steel formwork 1 . Connecting a fixed connecting rod at the first flange of the upper end can keep the overall stability of the formwork and prevent the steel formwork from being squeezed and deformed due to excessive lateral pressure when concrete is poured.
在一具体实施例中,直角钢模板1的钢板厚度为5mm,第一翼缘伸出长度为50mm,且钢板第一翼缘预留若干Φ12直径螺栓孔。In a specific embodiment, the thickness of the steel plate of the right-angle steel formwork 1 is 5 mm, the extension length of the first flange is 50 mm, and several Φ12 diameter bolt holes are reserved in the first flange of the steel plate.
进一步,参照图1所示,固定连接杆包括纵向固定连接杆3和横向固定连接杆2,将纵向固定连接杆3设置在直角钢模板1的第一翼缘的上部,采用高强螺栓6连接,横向固定连接杆2设置在直角钢模板1的第一翼缘的下部,同样采用高强螺栓6连接。在一具体实施例中,横向固定连接杆2、纵向固定连接杆3均采用30×20×2.5mm矩形方钢管。Further, as shown in FIG. 1, the fixed connecting rod includes a vertical fixed connecting rod 3 and a horizontal fixed connecting rod 2, and the vertical fixed connecting rod 3 is arranged on the upper part of the first flange of the right-angle steel formwork 1, and is connected by high-strength bolts 6, The transverse fixed connecting rod 2 is arranged at the lower part of the first flange of the right-angle steel formwork 1 , and is also connected by high-strength bolts 6 . In a specific embodiment, the horizontal fixed connecting rod 2 and the vertical fixed connecting rod 3 are both 30×20×2.5mm rectangular square steel pipes.
在其他优选实施例中,参考图2所示,直角钢模板1包括左直角钢模板1和右直角钢模板1,左直角钢模板1和右直角钢模板1均呈L型。在具体实施时,左直角钢模板1的一短边的端部与相邻的右直角钢模板1一长边的端部拼装连接,左直角钢模板1的一长边与另一相邻的右直角钢模板1的短边拼装连接,依次两两拼接围成沉箱。作为一优选实施例,左直角钢模板1和右直角钢的上和下端部的第一翼缘分别向沉箱内侧方向伸出,且预留有螺栓孔洞。在另一优选实施例中,直角钢模板1的短边和长边的端部分别设有左翼缘和右翼缘,直角钢模板1的左翼缘和右翼缘分别向沉箱的内侧伸出,所伸出的左翼缘、右翼缘上分别各设有预留螺栓孔洞,高强螺栓6设置在直角钢模板1的左翼缘、右翼缘处。In other preferred embodiments, as shown in FIG. 2 , the right angle steel formwork 1 includes a left right angle steel formwork 1 and a right right angle steel formwork 1 , both of which are L-shaped. In the specific implementation, the end of a short side of the left right-angle steel formwork 1 is assembled and connected with the end of a long side of the adjacent right-angle steel formwork 1, and a long side of the left right-angle steel formwork 1 is connected to another adjacent right-angle steel formwork 1. The short sides of the right-angle steel formwork 1 are assembled and connected, and spliced two by two to form a caisson. As a preferred embodiment, the first flanges of the upper and lower ends of the left right angle steel formwork 1 and the right right angle steel respectively protrude toward the inner side of the caisson, and bolt holes are reserved. In another preferred embodiment, the ends of the short side and the long side of the right-angle steel formwork 1 are respectively provided with a left flange and a right flange, and the left and right flanges of the right-angle steel formwork 1 respectively protrude toward the inner side of the caisson, and the extending The left flange and the right flange are respectively provided with reserved bolt holes, and the high-strength bolts 6 are arranged at the left flange and the right flange of the right-angle steel formwork 1 .
在一具体实施例中,采用5mm厚Q235钢板冷压“L”型的左直角钢模板1和右直角钢模板1,上下两端部的第一翼缘伸出长度为50mm,预留5个螺栓孔洞的直径为12mm,左右两端部左翼缘、右翼缘伸出长度也为50mm,两端各预留的3个螺栓孔洞直径为12mm;高强螺栓6采用与预留的螺栓孔洞所匹配的Φ12高强螺栓6。横向固定连接杆2、纵向固定连接杆3均采用30×20×2.5mm矩形方钢管。参照图1所示,左直角钢模板1与右直角钢模板1端部由3个高强螺栓6分别穿过左翼缘和右翼缘上的螺栓孔洞连接在一起。In a specific embodiment, the left right angle steel formwork 1 and the right right angle steel formwork 1 of 5mm thick Q235 steel plate cold-pressed "L" type are used, and the first flange at the upper and lower ends is extended to a length of 50mm, and 5 are reserved. The diameter of the bolt hole is 12mm, the left and right flanges at the left and right ends are also 50mm in length, and the diameter of the 3 bolt holes reserved at each end is 12mm; Φ12 high-strength bolts 6. The horizontal fixed connecting rod 2 and the vertical fixed connecting rod 3 are both 30×20×2.5mm rectangular square steel pipes. Referring to FIG. 1 , the ends of the left right angle steel formwork 1 and the right right angle steel formwork 1 are connected together by three high-strength bolts 6 through the bolt holes on the left flange and the right flange respectively.
在其他优选实施例中,参照图1和图3a、图3b所示,在沉箱的四角,即左直角钢模板1和右直角钢模板1的转角位置,具体位于上端部的第一翼缘上设有孔洞,在沉箱的四角处分别设置4个吊环4及4个顶升件5,吊环4和顶升件5的下端均设有螺纹,且吊环4和顶升件5的下端分别穿过直角钢模板1的翼缘处的孔洞,通过上部及底部螺帽拧紧固定。在具体实施时,混凝土浇筑后,达到可拆模板强度,须用千斤顶顶住顶升件,将钢模板先松动,往上顶起一部分,然后采用塔吊或起吊设备勾住吊环,将钢模板整体吊出来,然后可拆卸钢模板,继续使用。In other preferred embodiments, as shown in Fig. 1 and Fig. 3a and Fig. 3b, at the four corners of the caisson, that is, the corner positions of the left right-angle steel formwork 1 and the right right-angle steel formwork 1, specifically on the first flange of the upper end Holes are provided, and 4 lifting rings 4 and 4 lifting parts 5 are respectively arranged at the four corners of the caisson. The holes at the flange of the right-angle steel formwork 1 are tightened and fixed by the upper and bottom nuts. In the specific implementation, after the concrete is poured, to reach the strength of the detachable formwork, the jack must be used to hold the lifting piece, the steel formwork must be loosened first, a part of it will be lifted up, and then the tower crane or lifting equipment will be used to hook the lifting ring, and the steel formwork will be lifted as a whole. Hang it out, then remove the steel formwork and continue to use it.
参照图4、图5所示,基于上述实施例中下沉式卫生间拼装钢模板的结构,本实施例的另一方面提供下沉式卫生间拼装钢模板的施工方法,其施工步骤为:Referring to Fig. 4 and Fig. 5, based on the structure of the assembled steel formwork of the sunken bathroom in the above-mentioned embodiment, another aspect of the present embodiment provides a construction method of the assembled steel formwork of the sunken bathroom, and the construction steps are:
步骤一:结构图纸校核:查阅结构施工图纸,确定沉箱卫生间长边、短边及下沉深度尺寸。Step 1: Check the structural drawings: Check the structural construction drawings to determine the dimensions of the long side, short side and sinking depth of the caisson toilet.
步骤二:钢模板设计:依据沉箱卫生间尺寸,确定直角钢模板1尺寸及形状。Step 2: Steel formwork design: According to the size of the caisson bathroom, determine the size and shape of the right-angle steel formwork 1.
步骤三:钢模板定做:按设计图纸尺寸,提前在加工厂加工成型直角钢模板1,内侧涂刷防锈漆,外侧涂刷隔离剂。Step 3: Customized steel formwork: According to the size of the design drawings, the right-angle steel formwork 1 is processed and formed in the processing plant in advance, the inner side is painted with anti-rust paint, and the outer side is painted with release agent.
步骤四:钢模板组装或吊装:支设卫生间及周边梁板模板,绑扎钢筋,依据沉箱卫生间底边标高,卫生间四周梁箍筋处焊接Φ12水平定位钢筋8;直角钢模板1的左直角钢模板1和右直角钢模板1采用3个高强螺栓6连接,形成沉箱,沉箱设置于四周Φ12水平定位钢筋8上,作为沉箱底支撑;横向固定连接杆2设置于直角钢模板1第一翼缘下部,纵向固定连接杆3设置于直角钢模板1第一翼缘上部,均采用高强螺栓6连接;沉箱四角分别设置4个吊环4及顶升件5,穿过钢模板第一翼缘,底部螺帽拧紧;或也可以预先完成拼装沉箱,之后再将拼装完成后的沉箱的进行吊装至水平定位钢筋8上。Step 4: Assembling or hoisting the steel formwork: set up the toilet and the surrounding beam plate formwork, bind the steel bars, according to the bottom edge of the caisson toilet, weld the Φ12 horizontal positioning steel bar 8 at the beam stirrup around the toilet; the left right-angle steel formwork of the right-angle steel formwork 1 1 and the right right angle steel formwork 1 are connected by 3 high-strength bolts 6 to form a caisson, and the caisson is arranged on the surrounding Φ12 horizontal positioning steel bars 8 as the bottom support of the caisson; the transverse fixed connecting rod 2 is arranged at the lower part of the first flange of the right angle steel formwork 1 , the longitudinal fixed connecting rod 3 is arranged on the upper part of the first flange of the right-angle steel formwork 1, and is connected by high-strength bolts 6; the four corners of the caisson are respectively provided with four lifting rings 4 and jacking parts 5, passing through the first flange of the steel formwork, the bottom screw or the caisson can be assembled in advance, and then the assembled caisson can be hoisted to the horizontal positioning steel bar 8.
步骤五:浇筑混凝土:上述步骤完成后,可浇筑待浇混凝土7,振捣密实。Step 5: Concrete pouring: After the above steps are completed, the concrete to be poured 7 can be poured and vibrated and compacted.
步骤六:在混凝土浇筑完成后,对钢模板拆除或吊离:具体指,在混凝土浇筑完成后,待混凝土的强度达到1.2Mpa以上方可拆模,拆模顺序为先松后拆,用千斤顶逐一顶升沉箱四角的顶升件5,将钢模板先松动,往上顶起一部分,然后采用塔吊或起吊设备勾住吊环,将钢模板整体吊出来,然后可拆卸钢模板,继续使用。拆卸所有高强螺栓及螺母,所有构件回收,可供上一层继续使用,亦可利用塔式起重机通过吊环4将整体沉箱定型钢模板吊离操作层,可供上一层继续使用。Step 6: After the concrete pouring is completed, remove or lift the steel formwork: specifically, after the concrete pouring is completed, the formwork can be removed until the strength of the concrete reaches 1.2Mpa or more. Lift the jacking parts 5 at the four corners of the caisson one by one, loosen the steel formwork first, lift a part of it upwards, then use the tower crane or lifting equipment to hook the lifting ring, lift the steel formwork as a whole, and then disassemble the steel formwork and continue to use. All high-strength bolts and nuts are removed, and all components are recovered for continued use on the upper floor. A tower crane can also be used to lift the overall caisson shaped steel formwork from the operation floor through the lifting ring 4, which can be used on the upper floor.
在本发明的描述中,需要理解的是,术语“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", The orientation or positional relationship indicated by "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, which is only for convenience and simplification of description, rather than indicating or implying the indicated device or element It must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as a limitation of the present invention.
上述实施例对本发明创造及其实施方式进行了示意性描述,该描述没有局限性,附图中所示的也只是本发明创造的实施方式之一,实际的结构并不局限于此。所以,若本领域的技术人员受其启示,在不脱离本创造宗旨的情况下,不经创造性的设计出与该技术方案相似的结构方式及实施案例,或利用本发明说明书及附图内容所做的等同变换,或直接或间接运用在相关的技术领域,均应属于本发明专利的保护范围。The above embodiment schematically describes the present invention and its embodiments, and the description is not limited. The drawings shown in the drawings are only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if those skilled in the art are inspired by it, without departing from the purpose of the present invention, they can design a structure and implementation case similar to the technical solution without creativity, or use the description and the accompanying drawings of the present invention. The equivalent transformation made, or the direct or indirect application in the relevant technical field, shall belong to the protection scope of the patent of the present invention.
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