WO2018196101A1 - 一种综合管廊整体模架及其使用方法 - Google Patents

一种综合管廊整体模架及其使用方法 Download PDF

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Publication number
WO2018196101A1
WO2018196101A1 PCT/CN2017/087121 CN2017087121W WO2018196101A1 WO 2018196101 A1 WO2018196101 A1 WO 2018196101A1 CN 2017087121 W CN2017087121 W CN 2017087121W WO 2018196101 A1 WO2018196101 A1 WO 2018196101A1
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WIPO (PCT)
Prior art keywords
support
plate
vertical
mold
formwork
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PCT/CN2017/087121
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English (en)
French (fr)
Inventor
王述红
阿力普江杰如拉
王鹏宇
贾蓬
沙成满
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东北大学
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Application filed by 东北大学 filed Critical 东北大学
Priority to JP2019510681A priority Critical patent/JP6712675B2/ja
Publication of WO2018196101A1 publication Critical patent/WO2018196101A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Definitions

  • the invention relates to the technical field of municipal engineering, in particular to an integrated pipe gallery integral mold base and a using method thereof.
  • the underground integrated pipe gallery is a modern urban municipal infrastructure that integrates various municipal pipes such as electricity, communication, gas, water supply and drainage.
  • the integrated pipe gallery not only beautifies the urban appearance, but also effectively avoids the “pull link” of urban roads.
  • the most common construction method for integrated pipe gallery construction is on-site concrete construction method.
  • the present invention provides the following technical solutions:
  • the utility model relates to an integrated pipe gallery integral mould frame, which comprises an inner mould frame and an outer mould frame.
  • the inner mould frame comprises an inner support frame, a wheel, a tripod, a lateral adjustable top support, a vertical adjustable top support, an inner mould vertical plate and an inner mould frame.
  • the inner support frame comprises a vertical support plate and a top support plate, the wheel is mounted on the lower leg of the vertical support plate, the tripod is arranged outside the vertical support plate, and the laterally adjustable top support is installed in the vertical On the support plate and the tripod, the inner mold vertical plate is mounted on the lateral adjustable top support, the vertical adjustable top support is mounted on the top support plate, the inner mold top plate is mounted on the vertical adjustable top support, and the inner mold angle plate
  • the hinge is hinged at both ends of the inner mold top plate, and the front end of the inner mold gusset is provided with a connecting insert for connecting with the inner mold vertical plate, the universal wheel is mounted for the lower leg of the inner mold vertical plate
  • the outer mold frame includes the outer mold vertical plate The outer mold top plate, the lock buckle and the diagonal support, the outer mold top plate is overlapped on the two outer mold vertical plate ends, and the lock buckle is installed on the two end portions of the outer mold top plate for fixing the outer mold top plate and the outer mold
  • the integrated pipe gallery integral formwork further includes an inner support cross bar and an inner support vertical bar, the inner support cross bar is for supporting the vertical support plate, and the inner support vertical bar is for supporting the Top support plate.
  • the laterally adjustable top support and the vertically adjustable top support comprise a base, a head and an adjustment nut, the adjustment range being 0-30 cm.
  • the laterally adjustable top supports are arranged four on each side vertical support plate, and the vertically adjustable top supports are arranged four on the top support plate.
  • the vertical support plate and the top support plate are provided with a reserved window.
  • Step one support preparation: first complete the foundation treatment, make the coarse concrete cushion, complete the installation and binding of the built-in steel bars in the pipe gallery, and complete the pouring of the pipe floor;
  • Step 2 Installation of the formwork:
  • the installation process of the inner formwork is: after the bottom concrete is air-dried and condensed, the inner support frame is pushed into the steel frame of the pipe gallery, the direction is consistent with the length direction of the pipe gallery, and the horizontally adjustable top support is welded and fixed.
  • the vertical adjustable top support is welded and fixed on the top support plate
  • the inner mold vertical plate is welded and fixed on the lateral adjustable top support
  • the inner mold top plate is welded and fixed in the vertical direction.
  • the horizontally adjustable top support and the vertically adjustable top support are in a shortened state. When the inner mold vertical plate and the inner mold top plate are installed, the horizontally adjustable top support and the vertical adjustment are adjustable from the reserved window.
  • the top support adjusts the position of the inner mold vertical plate and the inner mold top plate.
  • the inner mold angle plate When adjusted to the designated position, the inner mold angle plate is rotated outward by 45° and the upper end of the inner mold vertical plate is connected by the connecting insert, and then the inner support cross bar is installed.
  • the inner support vertical rod; the installation process of the outer mold frame is: after the outer mold vertical plate is installed to a specified position outside the steel bar steel frame, the diagonal support is installed on the back side of the outer mold vertical plate; the installation of the inner mold frame and the outer mold frame Simultaneously or sequentially;
  • Step 3 pouring the gallery body: pouring concrete from the upper mold base, smearing the roof concrete after pouring, and then installing the outer mold top plate on the top, and then fixing the outer mold top plate and the outer mold vertical plate with a lock;
  • Step 4 Unloading and forward transfer of the formwork: the unloading and forward transfer process of the inner formwork is: after the top plate and the side wall concrete are condensed, the inner support bar and the inner support vertical rod are removed, and the connection plug-in is removed.
  • the inner mold gusset is rotated inward by 45° to separate the inner mold vertical plate from the inner mold gusset.
  • the nut of the laterally adjustable top support is rotated from the reserved window of the vertical support plate to reduce the length thereof, and the inner mold vertical plate is driven inward. Move it to separate from the concrete, rotate the vertical adjustable top nut from the reserved window of the top support plate to reduce the length, drive the inner mold top plate to move downward to separate from the roof concrete, and then apply the tube to the inner mold base.
  • the inner mold frame is linearly transferred to the next construction section;
  • the unloading and forward transfer process of the outer mold base is: After the top plate and the side wall concrete are condensed, the lock is opened, the outer mold top plate, the diagonal bracing and the outer mold vertical plate are unloaded, and the outer mold vertical plate, the outer mold top plate and the diagonal bracing are transferred to the next construction section; the inner mold frame and the outer mold frame
  • the unloading and forward transfer of the formwork is carried out simultaneously or sequentially; then step two is carried out until the completion of the integrated pipe gallery construction.
  • the present invention has the beneficial effects that the present invention provides an integrated pipe gallery integral mold base that can be integrally moved, and effectively optimizes a traditional support system composed of a plurality of anchor rods and a plurality of wood boards.
  • the support process is simplified, and the construction efficiency is improved; the inner mold frame provided by the invention can be moved as a whole, and after the support task of the current construction section is completed, the whole support tool can be removed without using the same support tool, and the whole can be transferred to the next one.
  • the construction section is directly supported; the construction method of the invention is simple and orderly to operate, high in construction efficiency, and does not require a large amount of manpower and time, which will bring great economic benefits; the support template of the invention is not like the traditional support
  • the method is composed of many small templates, and replaced by large templates, the plane flatness is good, the quality of the integrated pipe gallery construction can be improved, and the waterproof performance of the integrated pipe gallery surface can be optimized.
  • Figure 1 is a schematic cross-sectional view showing the initial position of the inner mold gusset in the inner mold base of the integrated mold base;
  • FIG. 2 is a schematic cross-sectional view showing the installation position of the inner mold base plate of the inner mold base in the integrated mold base of the integrated mold base;
  • Figure 3 is a schematic cross-sectional view of the integrated mold base of the integrated mold base
  • Figure 4 is a cross-sectional view taken along line A-A of Figure 3;
  • Figure 5 is a cross-sectional view taken along line B-B of Figure 3;
  • Figure 6 is a schematic view of the inner mold gusset and the connecting insert
  • Figure 7 is a schematic view of the laterally adjustable top support and the vertically adjustable top support structure.
  • an integrated pipe gallery integral formwork includes an inner formwork and an outer formwork, and the inner formwork is used to support the integrated formwork.
  • the inner mold frame can be moved integrally in the pipe gallery. When the support work of the current construction section is completed, the whole construction section can be moved to the next construction section, and the outer mold frame is used to support the outer surface of the integrated pipe gallery;
  • the inner mold base comprises an inner support frame 1, an inner support rail 2, an inner support vertical rod 3, a wheel 4, a tripod 5, a laterally adjustable top support 6, a vertically adjustable top support 7, an inner mold riser 10,
  • the inner support frame 1 comprises a vertical support plate and a top support plate, the wheel 4 is mounted on the lower leg of the vertical support plate, and the tripod frame 5 is arranged outside the vertical support plate, transversely
  • the adjustable top support 6 is mounted on the vertical support plate and the tripod 5, the inner mold vertical plate 10 is mounted on the laterally adjustable top support 6, the vertical adjustable top
  • the laterally adjustable top support 6 and the vertically adjustable top support 7 comprise a base 26, a head 24 and an adjustment nut 25, the adjustment range of 0-30 cm, the inner mold
  • the vertical plate 10 and the inner film top plate 12 are laterally adjusted by the laterally adjustable top support 6 and the vertically adjustable top support 7; the inner mold angle plate 11 is hingedly hinged at both ends of the inner mold top plate 12
  • the front end of the inner mold gusset 11 is provided with a connecting insert 9 for connecting with the inner mold riser 10
  • the universal wheel 13 is mounted on the lower leg of the inner mold riser 10, and the universal wheel 13 can be rotated 360° freely, when the inner mold is vertical
  • the universal wheel 13 also slides left and right.
  • the universal wheel 13 When the inner support frame 1 moves horizontally, the universal wheel 13 also moves horizontally, and the universal wheel 13 not only plays a role of weight bearing but also helps the inner mold vertical plate 10 Sliding left and right, front and rear; the vertical support plate and the top support plate of the inner support frame 1 are respectively provided with a square reserved window 8 with a side length of 0.5 m, when the laterally adjustable top support 6 and the vertically adjustable top support 7 are During the telescopic adjustment, the staff can operate from the reserved window 8.
  • the inner mold gusset 11 is a long wooden board specially made according to actual engineering requirements, and has a width ranging from 30 to 60 cm, and is hinged to both ends of the inner mold top plate 12, The two ends of the inner mold top plate 7 can be freely rotated.
  • the inner mold gusset 11 When the inner side of the integrated pipe gallery is supported, the inner mold gusset 11 is rotated outward by 45° to be combined with the upper end of the inner mold vertical plate 10, and the lower end of the inner mold gusset 11 is supported.
  • the connecting insert 9 is provided, and the inner mold vertical plate 10 and the inner mold gusset 11 are well combined by the connecting insert 9;
  • the outer mold frame includes the outer The riser 14, the outer mold top plate 15, the buckle 16 and the diagonal stay 17, the outer mold top plate 15 overlaps the upper ends of the two outer mold risers 14, and the lock 16 is mounted on the two ends of the outer mold top plate 15, when the concrete is poured After the end, the outer mold riser 14 and the outer mold top plate 15 are fixed together by the lock 16; the diagonal stay 17 is installed outside the outer mold riser 14 for supporting the outer mold riser 14.
  • the inner support frame 1 has a width of 1.5-3.5 m and a height of 1.5-2.5 m.
  • the width of the integrated pipe gallery is 2-4 m and the inner height is 2-3 m.
  • the specific dimensions are taken according to the actual project, and the overall formwork length is based on actual conditions.
  • the situation can be set to 4-6m, preferably 5m, and 2-4 sets of integral formwork can be used together, just enough to support a construction joint distance.
  • the method for using the integrated tube sliding mold is as follows:
  • Step one support preparation: first complete the foundation treatment, make a 20cm thick thick concrete cushion 21, complete the installation and lashing of the built-in steel bar of the pipe gallery, complete the pouring of the pipe floor 20;
  • Step 2 Installation of the mold base: the installation of the inner and outer mold bases can be carried out at the same time, or can be carried out successively, without mutual interference. The following is a detailed description of the following: the installation process of the inner mold base is: after the bottom concrete 20 is air-dried and condensed, it will be inside.
  • the support frame 1 is pushed into the steel frame of the pipe gallery, the direction is consistent with the longitudinal direction of the pipe gallery, and the laterally adjustable top support 6 and the vertically adjustable top support 7 are installed at respective designated positions for welding reinforcement, and the inner mold riser 10 is
  • the inner mold top plate 12 with the inner mold gusset 11 is mounted on the brackets 24 of the laterally adjustable top support 6 and the vertically adjustable top support 7 for welding reinforcement, so that the laterally adjustable top support 6 and the vertical adjustable The top bracket 7 is in a shortened state.
  • the inner mold gusset 11 When adjusted to the designated position, the inner mold gusset 11 is rotated outward by 45° and the upper end of the inner mold vertical plate 10 is connected by the connecting insert 9, and finally the lateral inner strut 2 and the vertical direction are installed.
  • Inner strut 3; installation process of the outer formwork is: after installing the outer form riser 14 to the designated position The back side of the outer mold plate 14 is mounted vertical bracing 17, the first outer mold top plate 15 is not installed;
  • Step 3 pouring of the gallery body: after the installation of the diagonal braces 17 is completed, the concrete is poured from above, after the pouring is completed, the roof concrete is smoothed, then the outer mold top plate 15 is installed, and finally the lock 16 is fixed;
  • Step 4 Unloading and forward transfer of the formwork: Unloading and forward transfer of the inner and outer formwork can be carried out at the same time, or can be carried out successively without mutual interference. The following is a detailed description: the unloading of the inner formwork and the The pre-transfer process is: after the concrete is condensed, the lateral inner strut 2 and the vertical inner strut 3 are removed, the connecting insert 9 is disassembled, the inner mold gusset is rotated inward by 45°, and the inner mold vertical plate 10 and the inner mold are removed.
  • the gussets 11 are separated from each other, and the length of the adjustment nut 25 of the laterally adjustable top support 6 is rotated from the reserved window 8 to reduce the length thereof, and the inner mold riser 10 is moved inwardly to separate it from the concrete, and also rotates from the reserved window 8.
  • the adjusting nut 25 of the vertically adjustable top support 7 moves the inner mold top plate 12 downward, separates it from the concrete, and finally applies the horizontal thrust of the pipe gallery length direction to the inner mold base, and transfers the inner mold frame straight to the next construction.
  • the unloading and forward transfer process of the outer mold frame is: after the concrete is condensed, the lock 16 is opened, the outer mold top plate 15 is unloaded, the diagonal braces 17 are unloaded, and finally the outer mold vertical plate 14 is unloaded, and the outer mold vertical plate 14 is The outer mold top plate 15 and the diagonal bracing 17 are manually transferred to the next construction section; Then repeat step two until the integrated pipe gallery construction is completed.
  • the integrated mold base integral mold frame and the use method thereof have good overall structure and are simple and orderly to use.
  • the continuous construction of the integrated pipe gallery is now available.
  • the invention replaces scattered wooden boards and anchors, which effectively saves installation and unloading time and greatly improves construction efficiency.
  • the overall flatness and flatness of the invention is better than the traditional mold, the quality of the integrated pipe gallery construction is improved, and the waterproof performance of the integrated pipe gallery surface is effectively optimized.

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Abstract

一种综合管廊整体模架，包括内模架和外模架，内模架用于支撑综合管廊内表面，内模架可整体移动，可整体转移到下一个施工段直接进行支护，内模架包括内支撑架(1)、轮子(4)、三角架(5)、横向可调顶托(6)、竖向可调顶托(7)、内模竖板(10)、内模顶板(12)、内模角板(11)和万向轮(13)；外模架用于支撑综合管廊外表面，外模架包括外模竖板(14)、外模顶板(15)、锁扣(16)和斜撑(17)。还公开了一种综合管廊整体模架使用方法。

Description

一种综合管廊整体模架及其使用方法 技术领域
本发明涉及市政工程技术领域，具体涉及一种综合管廊整体模架及其使用方法。
背景技术
地下综合管廊是将电力、通讯、燃气、给水、排水等各种市政管道集于一体的一种现代化的城市市政基础设施。综合管廊不仅美化城市容貌，还有效避免了城市道路产生“拉链路”，目前综合管廊建设最普遍的施工方法为现场浇筑混凝土施工方法。
当用传统的现场浇筑混凝土施工方法进行施工时需要很多锚杆和锚索来进行支护，这种方法需要大量人手和时间，严重影响施工效率和施工质量。如今我国综合管廊建设飞速发展，而传统的综合管廊施工技术没能满足综合管廊飞速发展的需求，这就为施工人员带来了困扰。
发明内容
本发明的目的在于提供一种综合管廊整体模架及其使用方法，以解决上述技术问题。
为实现上述目的，本发明提供如下技术方案：
一种综合管廊整体模架，包括内模架和外模架，内模架包括内支撑架、轮子、三角架、横向可调顶托、竖向可调顶托、内模竖板、内模顶板、内模角板和万向轮；内支撑架包括竖支板和顶支板，轮子安装在竖支板的下脚，三角架设置在竖支板外侧，横向可调顶托安装在竖支板及三角架上，内模竖板安装在横向可调顶托上，竖向可调顶托安装在顶支板上面，内模顶板安装在竖向可调顶托上，内模角板采用铰链铰接在内模顶板的两端，内模角板的前端设有连接插件用于与内模竖板相连，万向轮安装在内模竖板的下脚；外模架包括外模竖板、外模顶板、锁扣和斜撑，外模顶板搭接在两个外模竖板上端，锁扣安装在外模顶板的两个端头用于对外模顶板和外模竖板进行固定，斜撑用于安装在外模竖板外侧对其予以支撑。
作为本发明进一步的方案：所述的综合管廊整体模架还包括内撑横杆和内撑竖杆，内撑横杆用于支撑所述竖支板，内撑竖杆用于支撑所述顶支板。
作为本发明进一步的方案：所述横向可调顶托和所述竖向可调顶托包括底座、托头和调整螺母，其调整范围为0-30cm。
作为本发明进一步的方案：所述横向可调顶托在每侧竖支板上布置四个，所述竖向可调顶托在所述顶支板上布置四个。
作为本发明进一步的方案：所述竖支板和顶支板上设有预留窗口。
上述综合管廊整体模架的使用方法，具体步骤如下：
步骤一，支护准备：首先完成地基处理，做粗混凝土垫层，完成管廊内置钢筋的安装和绑扎，完成浇筑管廊底板；
步骤二，模架的安装：内模架的安装过程为：底板混凝土风干凝结后，将内支撑架推入管廊钢筋骨架内，方向与管廊长度方向一致，将横向可调顶托焊接固定在竖支板及三角架上，将竖向可调顶托焊接固定在顶支板上，将内模竖板焊接固定在横向可调顶托上，将内模顶板焊接固定在竖向可调顶托上，使横向可调顶托和竖向可调顶托处在缩短状态，当内模竖板与内模顶板安装完成后，从预留窗口由横向可调顶托和竖向可调顶托对内模竖板和内模顶板进行位置调整，当调到指定位置后将内模角板向外转动45°与内模竖板的上端通过连接插件进行连接，然后安装内撑横杆和内撑竖杆；外模架的安装过程为：将外模竖板安装到管廊钢筋骨架外的指定位置后，在外模竖板背侧安装斜撑；内模架和外模架的安装同时进行或先后进行；
步骤三，廊身的浇筑：从上面向外模架内浇筑混凝土，浇筑完成后抹平顶板混凝土，然后在上面安装外模顶板，其后用锁扣将外模顶板和外模竖板固定；
步骤四，模架的卸载及往前转移：内模架的卸载及往前转移过程为：顶板及侧壁混凝土凝结完后，拆除内撑横杆和内撑竖杆，拆开连接插件，将内模角板向内转动45°使内模竖板与内模角板相互分开，从竖支板的预留窗口旋转横向可调顶托的螺母使其长度缩小，带动内模竖板向内移动使其与混凝土分开，从顶支板的预留窗口旋转竖向可调顶托的螺母使其长度缩小，带动内模顶板向下移动使其与顶板混凝土分开，然后对内模架施加管廊长度方向水平推力，将内模架直线转移到下一个施工段；外模架的卸载及往前转移过程为： 顶板及侧壁混凝土凝结完后，打开锁扣，卸载外模顶板、斜撑和外模竖板，将外模竖板、外模顶板和斜撑转移到下一个施工段；内模架和外模架的卸载及往前转移同时进行或先后进行；然后进行步骤二，直至完成综合管廊施工。
与现有技术相比，本发明的有益效果是：本发明提供一种可整体移动的综合管廊整体模架，有效优化了由多个锚杆和多个木板组成的传统的支护体系，简化了支护工序，提升了施工效率；本发明所提供的内模架可整体移动，当完成当前施工段的支护任务后不用传统的支护工具一样全部的拆除，可整体转移到下一个施工段直接进行支护；本发明施工方法操作简便、有序，施工效率高，不需要大量的人手和时间，将会带来很大经济效益；本发明的支护模板不像传统的支护方法一样由很多小模板组成，而由大模板所替代，平面平整性好，可提高综合管廊施工质量，还能优化综合管廊表面防水性能。
附图说明
图1为综合管廊整体模架中内模架在内模角板初始位置的横断面示意图；
图2为综合管廊整体模架中内模架在内模角板安装位置的横断面示意图；
图3为综合管廊整体模架的横断面示意图；
图4为图3中A—A方向剖面图；
图5为图3中B—B方向剖面图；
图6为内模角板与连接插件的示意图；
图7为横向可调顶托和竖向可调顶托结构示意图。
其中：1-内支撑架；2-内撑横杆；3-内撑竖杆；4-轮子；5-三角架；6-横向可调顶托；7-竖向可调顶托；8-预留窗口；9-连接插件；10-内模竖板；11-内模角板；12-内模顶板；13-万向轮；14-外模竖板；15-外模顶板；16-锁扣；17-斜撑；18-综合管廊顶板；19-综合管廊侧壁；20-综合管廊底板；21-综合管廊垫层；24-托头；25-调整螺母；26-底座。
具体实施方式
下面结合具体实施方式对本专利的技术方案作进一步详细地说明。
如附图1-7所示，一种综合管廊整体模架，包括内模架和外模架，内模架用于支撑综 合管廊内表面，内模架在管廊内可整体移动，当完成当前施工段的支护工作时，可整体移动到下一个施工段，外模架用于支撑综合管廊外表面；所述内模架包括内支撑架1、内撑横杆2、内撑竖杆3、轮子4、三角架5、横向可调顶托6、竖向可调顶托7、内模竖板10、内模角板11、内模顶板12和万向轮13，内支撑架1包括竖支板和顶支板，轮子4安装在竖支板的下脚，三角架5设置在竖支板外侧，横向可调顶托6安装在竖支板及三角架5上，内模竖板10安装在横向可调顶托6上，竖向可调顶托7安装在顶支板上面，内模顶板12安装在竖向可调顶托7上，所述横向可调顶托6和所述竖向可调顶托7包括底座26、托头24和调整螺母25，其调整范围为0-30cm，内模竖板10与内膜顶板12由横向可调顶托6与竖向可调顶托7进行左右和上下调整位置；内模角板11采用铰链铰接在内模顶板12的两端，内模角板11的前端设有连接插件9用于与内模竖板10相连，万向轮13安装在内模竖板10的下脚，万向轮13能360°自由旋转，当内模竖板10左右调整位置时万向轮13也左右滑动，当内支撑架1水平移动时万向轮13也随着水平移动，万向轮13不仅起到承重作用，还能帮助内模竖板10左右、前后滑动；内支撑架1的竖支板和顶支板上分别设有边长为0.5m的方形预留窗口8，当对横向可调顶托6和竖向可调顶托7进行伸缩调整时，工作人员可从预留窗口8进行操作，内模角板11是根据实际工程要求特制的长木板，其宽度范围为30-60cm，用铰链挂在内模顶板12的两端，可绕内模顶板7的两端自由转动，当对综合管廊内侧进行支护时，将内模角板11向外转动45°与内模竖板10的上端结合，内模角板11下端设有连接插件9，内模竖板10与内模角板11通过连接插件9进行良好结合；外模架包括外模竖板14、外模顶板15、锁扣16和斜撑17，外模顶板15搭接在两个外模竖板14上端，锁扣16安装在外模顶板15的两个端头，当混凝土浇筑结束后外模竖板14与外模顶板15由锁扣16固定在一起；斜撑17安装在外模竖板14外侧用于支撑外模竖板14。其中内支撑架1宽为1.5-3.5m、高为1.5-2.5m，综合管廊内宽位2-4m、内高为2-3m，具体尺寸根据实际工程来取，整体模架长度根据实际情况可设为4-6m，宜取为5m，可将2-4套整体模架一起使用，刚好可以支护一个施工缝距离。
所述综合管廊滑动模具的使用方法，具体步骤如下：
步骤一，支护准备：首先完成地基处理，做20cm厚的粗混凝土垫层21，完成管廊内置钢筋的安装和绑扎，完成浇筑管廊底板20；
步骤二，模架的安装：内外模架的安装可同时进行，也可先后进行，相互独立互不干扰，以下分别详细讲述：内模架的安装过程为：底板混凝土20风干凝结后，将内支撑架1推入管廊钢筋骨架内，方向与管廊长度方向一致，将横向可调顶托6与竖向可调顶托7安装在各自指定位置上进行焊接加固，将内模竖板10与带有内模角板11的内模顶板12安装在横向可调顶托6和竖向可调顶托7的托头24上进行焊接加固，使横向可调顶托6和竖向可调顶托7都在缩短状态，当内模竖板10与内模顶板12安装完成后，从预留窗口8由横向可调顶托6和竖向可调顶托7对内模竖板10和内模顶板12进行位置调整，当调到指定位置后将内模角板11向外转动45°与内模竖板10的上端通过连接插件9进行连接，最后安装横向内撑杆2和竖向内撑杆3；外模架的安装过程为：将外模竖板14安装到指定位置后，在外模竖板14背侧安装斜撑17，外模顶板15先不安装；
步骤三，廊身的浇筑：斜撑17安装完成后从上面进行浇筑混凝土，浇筑完成后抹平顶板混凝土，之后安装外模顶板15，最后用锁扣16固定；
步骤四，模架的卸载及往前转移：内、外模架的卸载及往前转移可同时进行，也可先后进行，相互独立互不干扰，以下分别详细讲述：内模架的卸载及往前转移过程为：混凝土凝结完后，拆除横向内撑杆2和竖向内撑杆3，拆开连接插件9，将内模角板向内转动45°，将内模竖板10与内模角板11相互分开，从预留窗口8旋转横向可调顶托6的调整螺母25将其长度缩小，将内模竖板10向内移动，将其与混凝土分开，同样从预留窗口8旋转竖向可调顶托7的调整螺母25，将内模顶板12向下移动，将其与混凝土分开，最后对内模架施加管廊长度方向水平推力，将内模架直线转移到下一个施工段；外模架的卸载及往前转移过程为：混凝土凝结完后，打开锁扣16，卸载外模顶板15，卸载斜撑17，最后卸载外模竖板14，将外模竖板14、外模顶板15、斜撑17人工转移到下一个施工段；然后重复步骤二，直至完成综合管廊施工。
上述综合管廊整体模架及其使用方法，其模架整体性好，使用起来简便、有序，可实 现对综合管廊的连续施工。本发明替代了零散的木板和锚杆，有效节省了安装和卸载时间，大大提高了施工效率。本发明的整体性和平整性比传统模具好，提高了综合管廊施工质量，还有效优化了综合管廊表面防水性能。
对于本领域技术人员而言，显然本发明不限于上述示范性实施例的细节，而且在不背离本发明的精神或基本特征的情况下，能够以其他的具体形式实现本发明。因此，无论从哪一点来看，均应将实施例看作是示范性的，而且是非限制性的，本发明的范围由所附权利要求而不是上述说明限定，因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。
此外，应当理解，虽然本说明书按照实施方式加以描述，但并非每个实施方式仅包含一个独立的技术方案，说明书的这种叙述方式仅仅是为清楚起见，本领域技术人员应当将说明书作为一个整体，实施例中的技术方案也可以经适当组合，形成本领域技术人员可以理解的其他实施方式。

Claims (6)

  1. 一种综合管廊整体模架，其特征在于，包括内模架和外模架，内模架包括内支撑架、轮子、三角架、横向可调顶托、竖向可调顶托、内模竖板、内模顶板、内模角板和万向轮；内支撑架包括竖支板和顶支板，轮子安装在竖支板的下脚，三角架设置在竖支板外侧，横向可调顶托安装在竖支板及三角架上，内模竖板安装在横向可调顶托上，竖向可调顶托安装在顶支板上面，内模顶板安装在竖向可调顶托上，内模角板采用铰链铰接在内模顶板的两端，内模角板的前端设有连接插件用于与内模竖板相连，万向轮安装在内模竖板的下脚；外模架包括外模竖板、外模顶板、锁扣和斜撑，外模顶板搭接在两个外模竖板上端，锁扣安装在外模顶板的两个端头用于对外模顶板和外模竖板进行固定，斜撑用于安装在外模竖板外侧对其予以支撑。
  2. 根据权利要求1所述的综合管廊整体模架，其特征在于，还包括内撑横杆和内撑竖杆，内撑横杆用于支撑所述竖支板，内撑竖杆用于支撑所述顶支板。
  3. 根据权利要求1所述的综合管廊整体模架，其特征在于，所述横向可调顶托和所述竖向可调顶托包括底座、托头和调整螺母，其调整范围为0-30cm。
  4. 根据权利要求1所述的综合管廊整体模架，其特征在于，所述横向可调顶托在每侧竖支板上布置四个，所述竖向可调顶托在所述顶支板上布置四个。
  5. 根据权利要求1所述的综合管廊整体模架，其特征在于，所述竖支板和顶支板上设有预留窗口。
  6. 一种如权利要求1-5之一所述的综合管廊整体模架的使用方法，其特征在于，包括如下步骤：
    步骤一，支护准备：首先完成地基处理，做粗混凝土垫层，完成管廊内置钢筋的安装和绑扎，完成浇筑管廊底板；
    步骤二，模架的安装：内模架的安装过程为：底板混凝土风干凝结后，将内支撑架推入管廊钢筋骨架内，方向与管廊长度方向一致，将横向可调顶托焊接固定在竖支板及三角架上，将竖向可调顶托焊接固定在顶支板上，将内模竖板焊接固定在横向可调顶托上，将 内模顶板焊接固定在竖向可调顶托上，使横向可调顶托和竖向可调顶托处在缩短状态，当内模竖板与内模顶板安装完成后，从预留窗口由横向可调顶托和竖向可调顶托对内模竖板和内模顶板进行位置调整，当调到指定位置后将内模角板向外转动45°与内模竖板的上端通过连接插件进行连接，然后安装内撑横杆和内撑竖杆；外模架的安装过程为：将外模竖板安装到管廊钢筋骨架外的指定位置后，在外模竖板背侧安装斜撑；内模架和外模架的安装同时进行或先后进行；
    步骤三，廊身的浇筑：从上面向外模架内浇筑混凝土，浇筑完成后抹平顶板混凝土，然后在上面安装外模顶板，其后用锁扣将外模顶板和外模竖板固定；
    步骤四，模架的卸载及往前转移：内模架的卸载及往前转移过程为：顶板及侧壁混凝土凝结完后，拆除内撑横杆和内撑竖杆，拆开连接插件，将内模角板向内转动45°使内模竖板与内模角板相互分开，从竖支板的预留窗口旋转横向可调顶托的螺母使其长度缩小，带动内模竖板向内移动使其与混凝土分开，从顶支板的预留窗口旋转竖向可调顶托的螺母使其长度缩小，带动内模顶板向下移动使其与顶板混凝土分开，然后对内模架施加管廊长度方向水平推力，将内模架直线转移到下一个施工段；外模架的卸载及往前转移过程为：顶板及侧壁混凝土凝结完后，打开锁扣，卸载外模顶板、斜撑和外模竖板，将外模竖板、外模顶板和斜撑转移到下一个施工段；内模架和外模架的卸载及往前转移同时进行或先后进行；然后进行步骤二，直至完成综合管廊施工。
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