CN106337436A - Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method - Google Patents
Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title abstract description 7
- 238000003754 machining Methods 0.000 title 1
- 238000007789 sealing Methods 0.000 claims description 6
- 229920001971 elastomer Polymers 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 3
- 238000012937 correction Methods 0.000 claims description 3
- 238000003672 processing method Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims 2
- 241001473780 Sideroxylon lanuginosum Species 0.000 claims 1
- 210000004907 gland Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 21
- 230000000694 effects Effects 0.000 abstract description 5
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- 238000005516 engineering process Methods 0.000 abstract 1
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- 238000012423 maintenance Methods 0.000 description 5
- 238000011161 development Methods 0.000 description 4
- 238000007726 management method Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 229920002943 EPDM rubber Polymers 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
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- 238000009418 renovation Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000239290 Araneae Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
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- 238000009415 formwork Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process 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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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Abstract
本发明涉及一种矩形混凝土综合管廊预制管片,属于建筑技术领域,将矩形管廊拆分成三种标准构件进行预制,通过预留接头拼接和预留孔洞使用螺栓连接,接口处均预留防水结构,管片可拼接为A、B两种形式实现错缝连接,本发明的效果和优点是结构简单,只需三种形式管片即可完成整个构件,减少了前期模具的制作,能大幅降低成本;防水效果好,适用面广,适合明挖法施工和盾构法施工;施工方便、施工速度快,避免了施工过程中的复杂操作,能大幅降低造价。
The invention relates to a prefabricated segment of a rectangular concrete comprehensive pipe gallery, which belongs to the field of construction technology. The waterproof structure is retained, and the segments can be spliced into two forms of A and B to realize the staggered joint connection. The effect and advantage of the invention is that the structure is simple, and only three types of segments are needed to complete the entire component, which reduces the production of molds in the early stage. The cost can be greatly reduced; the waterproof effect is good, the application is wide, and it is suitable for open-cut construction and shield construction; the construction is convenient and the construction speed is fast, and complex operations in the construction process are avoided, and the cost can be greatly reduced.
Description
技术领域technical field
本发明属于建筑技术领域,特别是涉及一种矩形混凝土综合管廊预制管片。The invention belongs to the technical field of construction, in particular to a prefabricated segment of a rectangular concrete comprehensive pipe gallery.
背景技术Background technique
在城市中建设地下管线综合管廊的概念,起源于19世纪的欧洲,首先出现在法国。自从1833年的巴黎诞生了世界上第一条地下管线综合管廊系统后,迄今已经有近182年的发展历程。经过百年探索、研究、改良和实践,其技术水平已完全成熟,并在国外的许多城市得到了极大发展,并已成为了国外发达城市市政建设管理的现代化象征和城市公共管理的一部分。The concept of building underground pipeline integrated utility corridors in cities originated in Europe in the 19th century and first appeared in France. Since the birth of the world's first comprehensive underground pipeline system in Paris in 1833, it has been nearly 182 years of development. After a hundred years of exploration, research, improvement and practice, its technical level has fully matured, and has been greatly developed in many foreign cities, and has become a modern symbol of municipal construction management in developed cities abroad and a part of urban public management.
地下综合管廊系统不仅解决城市交通拥堵问题,还极大方便了电力、通信、燃气、供排水等市政设施的维护和检修。此外,该系统还具有一定的防震减灾作用。如1995年日本阪神大地震期间,神户市内大量房屋倒塌、道路被毁,但当地的地下综合管廊却大多完好无损,这大大减轻了震后救灾和重建工作的难度。地下综合管廊对满足民生基本需求和提高城市综合承载力发挥着重要作用。The underground comprehensive pipe gallery system not only solves the problem of urban traffic congestion, but also greatly facilitates the maintenance and repair of municipal facilities such as electricity, communications, gas, water supply and drainage. In addition, the system also has a certain effect of earthquake prevention and disaster reduction. For example, during the Great Hanshin Earthquake in Japan in 1995, a large number of houses collapsed and roads were destroyed in Kobe City, but most of the local underground utility tunnels remained intact, which greatly reduced the difficulty of disaster relief and reconstruction work after the earthquake. The underground comprehensive utility corridor plays an important role in meeting the basic needs of people's livelihood and improving the comprehensive carrying capacity of the city.
综合管廊建设避免了由于敷设和维修地下管线频繁挖掘道路而对交通和居民出行造成影响和干扰,保持路容完整和美观。降低了路面多次翻修的费用和工程管线的维修费用。保持了路面的完整性和各类管线的耐久性。便于各种管线的敷设、增减、维修和日常管理。综合管廊内管线布置紧凑合理,有效利用了道路下的空间,节约了城市用地。减少了道路的杆柱及各种管线的检查井、室等,优美了城市的景观。架空管线一起入地,减少架空线与绿化的矛盾。The construction of the comprehensive pipe gallery avoids the impact and interference on traffic and residents’ travel caused by frequent excavation of roads for laying and maintenance of underground pipelines, and maintains the integrity and beauty of the road capacity. It reduces the cost of multiple renovations of the road surface and the maintenance cost of engineering pipelines. Maintain the integrity of the road surface and the durability of various pipelines. It is convenient for the laying, increase and decrease, maintenance and daily management of various pipelines. The layout of pipelines in the comprehensive utility gallery is compact and reasonable, which effectively utilizes the space under the road and saves urban land. The poles of the road and the inspection wells and chambers of various pipelines are reduced, and the urban landscape is beautiful. The overhead pipelines go into the ground together to reduce the conflict between overhead lines and greening.
国内的综合管廊建设起步较晚。改革开放前,一般仅在大型公共建筑物的地下空间或大型工业企业内根据需要设置一些管线走廊,或者仅仅是单纯放置弱电为主的综合缆线沟。国内第一条市政综合管廊出现在1994年,根据高水平开发建设浦东新区的规划要求,经过前期必要的技术资料收集和进行相关课题研究后,在上海浦东新区张杨路建成了国内第一条规模较大的综合管廊。该综合管廊全长约11km,埋设在道路两侧的人行道之下。综合管廊体为钢筋混凝土结构,横断面为矩形,由燃气室(单独为一室,内敷设燃气管道)和综合室(内敷设各类通信、电力和上水管)两部分组成。根据综合管廊运行管理的需要,张杨路综合管廊的附属设施系统包括综合管廊内的消防、通风、排水、供电照明、监控管理和信息收集处理系统等。The construction of comprehensive pipe corridors in China started relatively late. Before the reform and opening up, generally only some pipeline corridors were set up in the underground space of large public buildings or in large industrial enterprises as needed, or only comprehensive cable trenches mainly for weak currents were simply placed. The first comprehensive municipal pipe corridor in China appeared in 1994. According to the planning requirements of high-level development and construction of Pudong New Area, after collecting necessary technical data and conducting research on related topics, the first domestic pipe gallery was built on Zhangyang Road, Pudong New Area, Shanghai. A large-scale comprehensive pipe gallery. The comprehensive pipe gallery has a total length of about 11km and is buried under the sidewalks on both sides of the road. The comprehensive pipe gallery is a reinforced concrete structure with a rectangular cross-section. It consists of two parts: a gas chamber (a separate room, where gas pipelines are laid) and a comprehensive room (where various communication, power and water pipes are laid). According to the needs of the operation and management of the comprehensive utility corridor, the auxiliary facility system of the comprehensive utility corridor on Zhangyang Road includes fire protection, ventilation, drainage, power supply and lighting, monitoring management and information collection and processing systems in the comprehensive utility corridor.
近年来,全国各地对市政基础设施的建设标准不断提升,纷纷探索通过建设综合管廊以求达到市政道路地下空间的集约化使用和可持续发展。北京中关村、 广州大学城、上海安亭新镇、济南、宁波、深圳、昆明、南宁、哈尔滨、合肥、佳木斯等大中型城市都已经建成或正在准备建设综合管廊。其中,广州大学城和上海安亭新镇借鉴了浦东张杨路综合管廊建设经验和教训,并在吸取日本等国较为成熟的设计标准基础上,分别建成总长17 km和6 km较成规模的多仓或单仓综合管廊系统,并已开始逐步投入使用。In recent years, the construction standards of municipal infrastructure have been continuously improved all over the country, and the construction of comprehensive utility corridors has been explored to achieve intensive use and sustainable development of municipal road underground space. Zhongguancun in Beijing, University City in Guangzhou, Anting New Town in Shanghai, Jinan, Ningbo, Shenzhen, Kunming, Nanning, Harbin, Hefei, Jiamusi and other large and medium-sized cities have completed or are preparing to construct comprehensive utility corridors. Among them, Guangzhou University City and Shanghai Anting New Town have learned from the experience and lessons of the construction of comprehensive pipe corridors on Zhangyang Road in Pudong, and on the basis of drawing on the more mature design standards in Japan and other countries, they have built relatively large-scale projects with a total length of 17 km and 6 km respectively. The multi-storey or single-storey comprehensive pipe corridor system has been gradually put into use.
国务院办公厅于2015年8月10日公布关于推进城市地下综合管廊建设的指导意见(国办发〔2015〕61号)。工作目标是到2020年,建成一批具有国际先进水平的地下综合管廊并投入运营,反复开挖地面的“马路拉链”问题明显改善,管线安全水平和防灾抗灾能力明显提升,逐步消除主要街道蜘蛛网式架空线,城市地面景观明显好转。On August 10, 2015, the General Office of the State Council announced the Guiding Opinions on Promoting the Construction of Urban Underground Comprehensive Pipe Gallery (Guobanfa [2015] No. 61). The goal is to build a number of internationally advanced underground comprehensive pipeline corridors and put them into operation by 2020. The problem of "road zippers" caused by repeated excavation of the ground has been significantly improved, the safety level of pipelines and the ability to prevent and resist disasters have been significantly improved, and the main Street spider web-like overhead lines, the city's ground landscape has improved significantly.
发明内容Contents of the invention
随着综合管廊的发展及对旧有线路的改造需求,综合管廊的施工环境和条件越来越复杂,目前大规模使用的明挖现浇法已经不能满足复杂环境下的需要。本发明提出了一种新的管片预制方法,适用于明挖施工及盾构法施工。本发明管片可以在工厂进行工业化预制,运输至现场进行拼装。无需进行支模、浇筑、养护等复杂工序,大大提高了施工的效率,节约时间和经济成本。With the development of comprehensive utility tunnels and the need for renovation of old lines, the construction environment and conditions of comprehensive utility tunnels are becoming more and more complex. The current large-scale use of open cut and cast-in-place methods can no longer meet the needs of complex environments. The invention proposes a new segment prefabrication method, which is suitable for open-cut construction and shield construction. The segments of the invention can be industrially prefabricated in a factory and transported to the site for assembly. There is no need for complex processes such as formwork, pouring, and maintenance, which greatly improves the efficiency of construction and saves time and economic costs.
本发明采用的技术方案如下:The technical scheme that the present invention adopts is as follows:
一种矩形混凝土综合管廊预制管片,其特征在于:包括长端坡口短端倒角L型构件、一字型预制构件和长端倒角短端坡口L型构件;A prefabricated segment of a rectangular concrete comprehensive pipe gallery, characterized in that it includes an L-shaped component with a long-end bevel and a short-end chamfer, an in-line prefabricated component, and a long-end chamfer and a short-end bevel L-shaped component;
所述的长端坡口短端倒角L型构件和长端倒角短端坡口L型构件两端分别预制倒角接口和坡口接口,一字型预制构件两端均预制坡口接口;The two ends of the long-end bevel short-end chamfer L-shaped member and the long-end bevel short-end L-shaped member are respectively prefabricated with chamfered joints and grooved joints, and both ends of the inline prefabricated components are prefabricated with beveled joints ;
以一片一字型预制构件为底座,长端坡口短端倒角L型构件、长端倒角短端坡口L型构件的预制坡口一端与之连接,竖向上长端倒角短端坡口L型构件和长端坡口短端倒角L型构件的预制倒角接口与上述长端坡口短端倒角L型构件、长端倒角短端坡口L型构件的预制倒角接口连接,顶部以一字型预制构件分别与长端坡口短端倒角L型构件和长端倒角短端坡口L型构件搭接封顶,形成成一环封闭矩形综合管廊,环与环之间用管片螺栓通过预留孔连接固定。With a piece of one-shaped prefabricated component as the base, one end of the prefabricated groove of the L-shaped component with long end bevel and short end bevel, and the prefabricated bevel of the L-shaped component with long end bevel and short end bevel are connected to it, and the long end beveled and short end vertically The prefabricated chamfer interface of L-shaped components with grooves and short-end chamfered L-shaped components with long-end grooves and the prefabricated chamfers of the above-mentioned long-end The corner interface is connected, and the top is overlapped with the long-end bevel short-end chamfer L-shaped member and the long-end chamfer short-end L-shaped member with a straight prefabricated member to form a closed rectangular comprehensive pipe corridor. The segment bolts are used to connect and fix the ring through the reserved holes.
所述的长端坡口短端倒角L型构件、长端倒角短端坡口L型构件和一字型预制构件,在接口两端分别设有纵向拼接螺栓预留孔和环向拼接螺栓预留孔,在接缝处两端分别设有环向防水嵌缝槽和环向防水弹性密封垫槽,构件内侧设有纵向防水嵌缝槽,外侧设有纵向防水弹性密封垫槽,用以后期做嵌缝填充防水。The long-end bevel short-end chamfer L-shaped member, the long-end chamfer short-end bevel L-shaped member and the in-line prefabricated member are respectively provided with longitudinal splicing bolt reserved holes and circumferential splicing bolts at both ends of the interface. There are reserved holes for bolts, and the two ends of the joint are respectively provided with a circumferential waterproof caulking groove and a circumferential waterproof elastic gasket groove. In the future, caulking will be done for waterproofing.
所述的长端坡口短端倒角L型构件、长端倒角短端坡口L型构件和一字型预制构件,均由防水混凝土制作,分别拼接为A、B两型截面,纵向拼接时采用A型截面和B型截面交替拼接,形成错缝结构,接缝处加装防水密封垫。The long-end bevel short-end chamfer L-shaped member, the long-end chamfer short-end bevel L-shaped member and the in-line prefabricated member are all made of waterproof concrete, which are respectively spliced into A and B-shaped cross-sections. When splicing, the A-shaped section and the B-shaped section are alternately spliced to form a staggered seam structure, and waterproof gaskets are installed at the seams.
所述的密封垫选用EPDM弹性橡胶与遇水膨胀橡胶制成的复合密封垫。The gasket is a composite gasket made of EPDM elastic rubber and water-swellable rubber.
本发明矩形混凝土综合管廊预制管片的加工方法为:The processing method of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention is:
1)确定管廊尺寸1) Determine the size of the pipe gallery
根据规划确定综合管廊的截面尺寸,确定管壁的厚度。并通过管壁厚度及管廊尺寸,确定连接件使用规格及预留孔的尺寸;Determine the cross-sectional size of the comprehensive pipe gallery according to the plan, and determine the thickness of the pipe wall. And through the thickness of the pipe wall and the size of the pipe gallery, the specification of the connecting piece and the size of the reserved hole are determined;
2)确定接口尺寸2) Determine the interface size
根据管廊截面的尺寸及管廊受力情况,确定预制倒角接口尺寸和预制坡口接口尺寸;According to the size of the section of the pipe gallery and the stress of the pipe gallery, determine the size of the prefabricated chamfer interface and the size of the prefabricated groove interface;
3)确定弹性密封垫槽和嵌缝槽尺寸3) Determine the size of the elastic gasket groove and caulking groove
根据管壁厚度及管廊所处自然条件,确定弹性密封垫槽及嵌缝槽的尺寸;According to the thickness of the pipe wall and the natural conditions of the pipe gallery, determine the size of the elastic gasket groove and caulking groove;
4)校正组装4) Correction assembly
将步骤2加工出的管片运输至现场组装,管片间拼接时,既可均拼接为A型(B型)截面通缝连接,也可将A型B型截面间隔开来,形成错缝连接。拼接时,以一个一字型预制构件为底座,分别用长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3预制坡口一端与之连接,竖向上分别用长端倒角短端坡口L型构件3与长端坡口短端倒角L型构件1的预制倒角接口与上述长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3的预制倒角接口连接。然后用一片一字型预制构件2进行搭接封顶。最后用管片螺栓通过预留孔将各管片固定在一起形成一环,各环之间用管片螺栓通过预留孔连接固定。The segments processed in step 2 are transported to the site for assembly. When the segments are spliced, they can be spliced into A-type (B-type) cross-section joints, or the A-type and B-type cross-sections can be separated to form staggered seams connect. When splicing, use a one-shaped prefabricated component as the base, and connect one end of the prefabricated groove with the long-end chamfer short-end chamfer L-shaped component 1 and the long-end chamfer short-end L-shaped component 3 respectively, vertically Respectively use the prefabricated chamfering interface of the long-end chamfer short-end bevel L-shaped member 3 and the long-end bevel short-end chamfer L-shaped member 1 and the above-mentioned long-end bevel short-end chamfer L-shaped member 1, long-end chamfer The prefabricated chamfer interface connection of the L-shaped component 3 with the bevel at the short end of the corner. Carry out lap joint capping with a piece of inline prefabricated component 2 then. Finally, the segment bolts are used to pass through the reserved holes to fix the segments together to form a ring, and the rings are connected and fixed with the segment bolts through the reserved holes.
本发明的有益效果:Beneficial effects of the present invention:
本发明采用A型截面和B型截面交替拼接,形成错缝结构,有利于防水及纵向受力,且在接缝处分别预留防水弹性密封垫槽及嵌缝槽加强防水,本发明结构简单、防水效果好、适用范围广、施工方便、施工速度快、经济效果好,避免了施工过程中的复杂操作,能大幅降低造价。The present invention adopts A-shaped section and B-shaped section to be spliced alternately to form a staggered seam structure, which is beneficial to waterproof and longitudinal force, and a waterproof elastic gasket groove and caulking groove are respectively reserved at the seams to strengthen waterproofing. The structure of the present invention is simple , Good waterproof effect, wide application range, convenient construction, fast construction speed, good economic effect, avoiding complicated operations in the construction process, and can greatly reduce the cost.
附图说明Description of drawings
图1为本发明矩形混凝土综合管廊预制管片A型截面。Fig. 1 is the A-shaped section of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention.
图2为本发明矩形混凝土综合管廊预制管片B型截面。Fig. 2 is a B-shaped section of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention.
图3为本发明矩形混凝土综合管廊预制管片的长端坡口短端倒角L型构件。Fig. 3 is an L-shaped member of the long-end bevel and short-end chamfer of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention.
图4为本发明矩形混凝土综合管廊预制管片的一字型预制构件。Fig. 4 is an in-line prefabricated component of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention.
图5为本发明矩形混凝土综合管廊预制管片的长端倒角短端坡口L型构件。Fig. 5 is an L-shaped member of the long-end chamfer and short-end bevel of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention.
图6为图1在水平方向中间延竖直方向剖开的右视图。Fig. 6 is a right side view of Fig. 1 cut along the vertical direction in the middle of the horizontal direction.
图7为图1在竖直方向中间延水平方向剖开的俯视图。Fig. 7 is a top view of Fig. 1 cut along the horizontal direction in the middle of the vertical direction.
图8为本发明长端坡口短端倒角L型构件与一字型预制构件预制坡口接口连接细节图。Fig. 8 is a detailed view of the connection between the long end bevel and the short end chamfer L-shaped component of the present invention and the prefabricated bevel interface of the inline prefabricated component.
图9为本发明一字型预制构件与长端倒角短端坡口L型构件预制坡口接口连接细节图。Fig. 9 is a detailed view of the connection between the in-line prefabricated component and the prefabricated groove interface of the long-end chamfered short-end L-shaped component of the present invention.
图10为本发明长端坡口短端倒角L型构件与长端倒角短端坡口L型构件预制倒角接口连接细节图。Fig. 10 is a detailed view of the connection between the L-shaped member with long end bevel and short end bevel and the prefabricated chamfer interface of the L-shaped member with long end bevel and short end bevel according to the present invention.
图中,1为长端坡口短端倒角L型构件;2为一字型预制构件;3为长端倒角短端坡口L型构件;4为纵向拼接螺栓预留孔;5为环向防水嵌缝槽;6为环向防水弹性密封垫槽;7为纵向防水嵌缝槽;8为纵向防水弹性密封垫槽;9为环向拼接螺栓预留孔。In the figure, 1 is an L-shaped member with long-end bevel and short-end chamfer; 2 is a straight prefabricated member; 3 is an L-shaped member with long-end chamfer and short-end bevel; 4 is a reserved hole for longitudinal splicing bolts; 5 is Circular waterproof caulking groove; 6 is the circumferential waterproof elastic sealing gasket groove; 7 is the longitudinal waterproof caulking groove; 8 is the longitudinal waterproof elastic sealing gasket groove; 9 is the reserved hole for the circumferential splicing bolt.
具体实施方式detailed description
下面结合附图和实施例对本发明进行详细描述:The present invention is described in detail below in conjunction with accompanying drawing and embodiment:
如图所示,本发明本发明采用的技术方案如下:As shown in the figure, the technical scheme adopted by the present invention is as follows:
矩形混凝土综合管廊预制管片,其特征在于:包括长端坡口短端倒角L型构件1、一字型预制构件2和长端倒角短端坡口L型构件3;The prefabricated segment of the rectangular concrete integrated pipe gallery is characterized in that it includes an L-shaped member 1 with a long-end bevel and a short-end chamfer, an in-line prefabricated member 2, and a long-end chamfer and a short-end bevel L-shaped member 3;
所述的长端坡口短端倒角L型构件1和长端倒角短端坡口L型构件3两端分别预制倒角接口和坡口接口,一字型预制构件2两端均预制坡口接口;The two ends of the long-end bevel short-end chamfer L-shaped member 1 and the long-end bevel short-end L-shaped member 3 are prefabricated with a chamfer interface and a groove interface respectively, and both ends of the inline prefabricated member 2 are prefabricated Groove interface;
以一片一字型预制构件2为底座,长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3的预制坡口一端与之连接,竖向上长端倒角短端坡口L型构件3和长端坡口短端倒角L型构件1的预制倒角接口与上述长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3的预制倒角接口连接,顶部以一字型预制构件2分别与长端坡口短端倒角L型构件1和长端倒角短端坡口L型构件3搭接封顶,形成成一环封闭矩形综合管廊,环与环之间用管片螺栓通过预留孔连接固定。With a piece of one-shaped prefabricated component 2 as the base, one end of the prefabricated groove of the long-end bevel short-end chamfer L-shaped component 1 and the long-end chamfer short-end L-shaped component 3 is connected to it, and the long end is inverted vertically. The prefabricated chamfering interface of the L-shaped member 3 with the short-end bevel and the long-end bevel and the short-end chamfer L-shaped member 1 is connected with the above-mentioned long-end bevel, short-end bevel L-shaped member 1, long-end chamfer and short-end bevel The prefabricated chamfer interface of the L-shaped component 3 is connected, and the top is overlapped with the one-shaped prefabricated component 2 and the long-end beveled short-end chamfered L-shaped component 1 and the long-end chamfered short-end beveled L-shaped component 3 respectively. A closed rectangular comprehensive pipe gallery is formed into a ring, and the rings are connected and fixed with segment bolts through reserved holes.
所述的长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3和一字型预制构件2,在接口两端分别设有纵向拼接螺栓预留孔4和环向拼接螺栓预留孔9,在接缝处两端分别设有环向防水嵌缝槽5和环向防水弹性密封垫槽6,构件内侧设有纵向防水嵌缝槽7,外侧设有纵向防水弹性密封垫槽8,用以后期做嵌缝填充防水。The L-shaped member 1 with long-end bevel and short-end bevel, the L-shaped member 3 with long-end bevel and short-end bevel, and the in-line prefabricated member 2 are respectively provided with longitudinal splicing bolt reserved holes 4 at both ends of the interface. and the reserved holes 9 for the circumferential splicing bolts, the two ends of the joint are respectively provided with a circumferential waterproof caulking groove 5 and a circumferential waterproof elastic gasket groove 6, the inner side of the component is provided with a longitudinal waterproof caulking groove 7, and the outer side is provided with The vertical waterproof elastic gasket groove 8 is used for caulking filling and waterproofing in the later stage.
所述的长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3和一字型预制构件2,均由防水混凝土制作,分别拼接为A、B两型截面,纵向拼接时采用A型截面和B型截面交替拼接,形成错缝结构,接缝处加装防水密封垫。The long-end bevel short-end chamfer L-shaped member 1, the long-end chamfer short-end bevel L-shaped member 3 and the in-line prefabricated member 2 are all made of waterproof concrete, and they are spliced into A and B types respectively. Cross-section, A-type cross-section and B-type cross-section are alternately spliced in longitudinal splicing to form a staggered seam structure, and waterproof gaskets are installed at the seams.
所述的密封垫选用EPDM弹性橡胶与遇水膨胀橡胶制成的复合密封垫。The gasket is a composite gasket made of EPDM elastic rubber and water-swellable rubber.
本发明矩形混凝土综合管廊预制管片的加工方法为:The processing method of the prefabricated segment of the rectangular concrete comprehensive pipe gallery of the present invention is:
1)确定管廊尺寸1) Determine the size of the pipe gallery
根据规划确定综合管廊的截面尺寸,确定管壁的厚度。并通过管壁厚度及管廊尺寸,确定连接件使用规格及预留孔的尺寸。Determine the cross-sectional size of the comprehensive pipe gallery according to the plan, and determine the thickness of the pipe wall. And through the thickness of the pipe wall and the size of the pipe gallery, the specifications of the connecting parts and the size of the reserved holes are determined.
2)确定接口尺寸2) Determine the interface size
根据管廊截面的尺寸及管廊受力情况,确定预制倒角接口尺寸和预制坡口接口尺寸。According to the size of the section of the pipe gallery and the force of the pipe gallery, the size of the prefabricated chamfer interface and the size of the prefabricated bevel interface are determined.
3)确定弹性密封垫槽和嵌缝槽尺寸3) Determine the size of the elastic gasket groove and caulking groove
根据管壁厚度及管廊所处自然条件,确定弹性密封垫槽及嵌缝槽的尺寸。According to the thickness of the pipe wall and the natural conditions of the pipe gallery, determine the size of the elastic gasket groove and caulking groove.
4)校正组装4) Correction assembly
将步骤2)加工出的管片运输至现场组装,管片间拼接时,既可均拼接为A型(B型)截面通缝连接,也可将A型B型截面间隔开来,形成错缝连接;拼接时,以一个一字型预制构件为底座,分别用长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3预制坡口一端与之连接,竖向上分别用长端倒角短端坡口L型构件3与长端坡口短端倒角L型构件1的预制倒角接口与上述长端坡口短端倒角L型构件1、长端倒角短端坡口L型构件3的预制倒角接口连接。然后用一片一字型预制构件2进行搭接封顶;最后用管片螺栓通过预留孔将各管片固定在一起形成一环,各环之间用管片螺栓通过预留孔连接固定。The segments processed in step 2) are transported to the site for assembly. When the segments are spliced, they can be spliced into A-type (B-type) cross-section joints, or the A-type and B-type cross-sections can be separated to form a staggered Seam connection; when splicing, use a straight prefabricated component as the base, and use the long-end chamfer short-end chamfer L-shaped component 1 and the long-end chamfer short-end L-shaped component 3 to connect with one end of the prefabricated groove Vertically, the prefabricated chamfering interface of the long-end chamfer short-end bevel L-shaped member 3 and the long-end bevel short-end chamfer L-shaped member 1 and the above-mentioned long-end bevel short-end chamfer L-shaped member 1, Long-end chamfer short-end bevel L-shaped member 3 prefabricated chamfer interface connection. Then a piece of inline prefabricated component 2 is used for lap joint capping; finally, the segment bolts are used to fix the segments together through the reserved holes to form a ring, and the rings are connected and fixed with the segment bolts through the reserved holes.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.
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