CN106906845A - Transverse joint precast assembly pipe gallery and construction method - Google Patents
Transverse joint precast assembly pipe gallery and construction method Download PDFInfo
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- CN106906845A CN106906845A CN201710284709.2A CN201710284709A CN106906845A CN 106906845 A CN106906845 A CN 106906845A CN 201710284709 A CN201710284709 A CN 201710284709A CN 106906845 A CN106906845 A CN 106906845A
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229920001971 elastomer Polymers 0.000 claims abstract description 20
- 239000005060 rubber Substances 0.000 claims abstract description 20
- 238000009434 installation Methods 0.000 claims abstract description 5
- 244000043261 Hevea brasiliensis Species 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 3
- 229920003052 natural elastomer Polymers 0.000 claims description 3
- 229920001194 natural rubber Polymers 0.000 claims description 3
- 229920003051 synthetic elastomer Polymers 0.000 claims description 3
- 239000005061 synthetic rubber Substances 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
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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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- 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
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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
- E02D29/16—Arrangement or construction of joints in foundation structures
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Abstract
本发明涉及一种横向接头预制拼装综合管廊及施工方法,包括倒U型上盖、U型底座,倒U型上盖由上板和对称设置于上板两侧的立板A组成,立板A下端面沿长度方向间隔均布有若干纵筋,立板A下端面外侧设置有凹槽A,U型底座下板和对称设置于上板两侧的立板B组成,所述立板B内沿长度方向间隔均布有若干容纳纵筋的波纹管套筒,立板B下端面外侧设置有凹槽B,立板A内侧面预留有与波纹管套筒连通的注浆孔,凹槽B内设置有遇水膨胀橡胶条,本发明装配简单,工作量少,运输、安装成本低,施工效率高,满足轻型化和快速化施工的要求,同时又具有良好的整体性和稳定性。
The invention relates to a prefabricated and assembled comprehensive pipe gallery with horizontal joints and a construction method, which includes an inverted U-shaped upper cover and a U-shaped base. The inverted U-shaped upper cover is composed of an upper plate and vertical plates A symmetrically arranged on both sides of the upper plate. The lower end surface of the plate A is evenly distributed along the length direction with a number of longitudinal ribs at intervals, the outer side of the lower end surface of the vertical plate A is provided with a groove A, the lower plate of the U-shaped base is composed of the vertical plate B symmetrically arranged on both sides of the upper plate, and the vertical plate A number of bellows sleeves for accommodating longitudinal ribs are evenly distributed along the length direction in B, grooves B are arranged on the outside of the lower end surface of vertical plate B, and grouting holes communicating with the bellows sleeves are reserved on the inner surface of vertical plate A. There is a water-swellable rubber strip in the groove B. The invention is simple in assembly, less in workload, low in transportation and installation costs, high in construction efficiency, meets the requirements of light and fast construction, and at the same time has good integrity and stability sex.
Description
技术领域technical field
本发明涉及一种横向接头预制拼装综合管廊及施工方法。The invention relates to a prefabricated and assembled comprehensive pipe gallery with horizontal joints and a construction method.
背景技术Background technique
综合管廊作为城市地下建造的一个集中分类收纳各种市政、电力、通讯、燃气等管线的类似隧道的地下空间结构,综合管廊是目前世界上比较先进的基础设施管网布置形式,是城市建设和城市发展的趋势和潮流,是充分利用地下空间的有效手段。综合管廊是一种集约型、可持续化的地下管线敷设方式,他一方面方便了管线的维护更新,避免了城市道路的反复开挖以及由此带来的各种问题,另一方面也改善了管线的使用寿命,避免了土壤中各种化学成分的侵蚀作用产生的耐久性问题。而预制拼装综合管廊和预制现浇施工的综合管廊相比,又具有能够保证质量、缩短工期、降低成本、节能环保等较为显著的优势,应作为建设地下综合管廊的首选施工方法。The comprehensive pipe gallery is a tunnel-like underground space structure that collects various municipal, electric power, communication, gas and other pipelines under the urban underground construction. The comprehensive pipe gallery is currently the most advanced form of infrastructure pipe network layout in the world. The trend and trend of construction and urban development is an effective means to make full use of underground space. The comprehensive pipe gallery is an intensive and sustainable underground pipeline laying method. On the one hand, it facilitates the maintenance and renewal of pipelines, avoids repeated excavation of urban roads and various problems caused by it, and on the other hand, it also The service life of the pipeline is improved, and the durability problems caused by the erosion of various chemical components in the soil are avoided. Compared with the prefabricated integrated pipe gallery with prefabricated cast-in-place construction, the prefabricated integrated pipe gallery has more significant advantages such as quality assurance, shortened construction period, cost reduction, energy saving and environmental protection, etc., and should be the preferred construction method for the construction of underground comprehensive pipe gallery.
然而,由于综合管廊的尺寸比较大,整体式的预制管廊往往很重,对工厂预制、运输、现场吊装带来了很多不便;假如将管廊分成底板、侧板、盖板等多个部件分开预制,最后再组装又会导致组装后结构不稳定,整体性差,传力效果不好,防水性能差等问题;而一般的横向连接接头预制拼装综合管廊设计比较复杂,现场装配复杂,工作量大,施工效率低。However, due to the relatively large size of the comprehensive pipe gallery, the integral prefabricated pipe gallery is often very heavy, which brings a lot of inconvenience to factory prefabrication, transportation, and on-site hoisting; The components are prefabricated separately and assembled at the end, which will lead to problems such as unstable structure after assembly, poor integrity, poor force transmission effect, and poor waterproof performance; while the design of the general horizontal joint prefabricated integrated pipe gallery is relatively complicated, and the on-site assembly is complicated. The workload is heavy and the construction efficiency is low.
发明内容Contents of the invention
本发明的目的是针对以上不足之处,提供了一种横向接头预制拼装综合管廊及施工方法。The object of the present invention is to provide a prefabricated and assembled comprehensive pipe gallery with horizontal joints and a construction method for the above deficiencies.
本发明解决技术问题所采用的方案是,一种横向接头预制拼装综合管廊,包括倒U型上盖、U型底座,所述倒U型上盖由上板和对称设置于上板两侧的立板A组成,所述立板A下端面沿长度方向间隔均布有若干纵筋,立板A下端面外侧设置有凹槽A,所述U型底座下板和对称设置于上板两侧的立板B组成, 所述立板B内沿长度方向间隔均布有若干容纳纵筋的波纹管套筒,立板B下端面外侧设置有凹槽B,立板A内侧面预留有与波纹管套筒连通的注浆孔,所述凹槽B内设置有遇水膨胀橡胶条, 以提高接头的防水性能。The solution adopted by the present invention to solve the technical problem is that a horizontal joint prefabricated integrated pipe gallery includes an inverted U-shaped upper cover and a U-shaped base, and the inverted U-shaped upper cover is symmetrically arranged on both sides of the upper plate by the upper plate and The vertical plate A is composed of the vertical plate A, the lower end surface of the vertical plate A is uniformly distributed along the length direction with a number of longitudinal ribs, the outer side of the lower end surface of the vertical plate A is provided with a groove A, and the lower plate of the U-shaped base and the upper plate are arranged symmetrically. It is composed of a vertical plate B on the side of the vertical plate B, and a number of bellows sleeves for accommodating longitudinal ribs are uniformly distributed along the length direction in the vertical plate B. The grouting hole communicated with the bellows sleeve, the groove B is provided with a water-swellable rubber strip to improve the waterproof performance of the joint.
进一步的,所述遇水膨胀橡胶条的高度与凹槽A、凹槽B的槽深之和相契合,倒U型上盖、U型底座拼装后遇水膨胀橡胶条上侧面抵靠凹槽A的槽底。Further, the height of the water-swellable rubber strip matches the sum of the groove depths of groove A and groove B, and the upper side of the water-swellable rubber strip abuts against the groove after the inverted U-shaped upper cover and U-shaped base are assembled. A's bottom.
进一步的,倒U型上盖、U型底座拼装后,所述纵筋插设在波纹管套筒内,纵筋与波纹管套筒之间注浆连接。Further, after the inverted U-shaped upper cover and the U-shaped base are assembled, the longitudinal ribs are inserted into the bellows sleeve, and the longitudinal ribs and the bellows sleeve are connected by grouting.
进一步的,所述遇水膨胀橡胶条由天然橡胶或者合成橡胶制成。Further, the water-swellable rubber strip is made of natural rubber or synthetic rubber.
一种横向接头预制拼装综合管廊的施工方法,包括以下步骤:A construction method for a prefabricated and assembled comprehensive pipe gallery with transverse joints, comprising the following steps:
(1)在混凝土预制构件工厂将预埋了管线安装所需预埋件的倒U型上盖、U型底座制作完成,并采用适当的运输设备运至施工现场;(1) In the concrete prefabricated component factory, the inverted U-shaped upper cover and U-shaped base with the embedded parts required for pipeline installation are completed, and transported to the construction site with appropriate transportation equipment;
(2)在U型底座上凹槽B内安装遇水膨胀橡胶;(2) Install water-swellable rubber in the groove B on the U-shaped base;
(3)将安装好遇水膨胀橡胶条的U型底座吊装至指定位置;(3) Hoist the U-shaped base with the water-swellable rubber strip installed to the designated position;
(4)将倒U型上盖吊装至U型底座上方进行组合拼装成综合管廊节单元,并固定位置;(4) Lift the inverted U-shaped upper cover to the top of the U-shaped base for assembly into a comprehensive pipe gallery section unit, and fix the position;
(5)对综合管廊节单元上U型底座上的注浆孔进行高压注浆,注浆完成后对注浆孔进行适当封闭处理;(5) Perform high-pressure grouting on the grouting hole on the U-shaped base of the integrated pipe gallery section unit, and properly seal the grouting hole after the grouting is completed;
(6)待浆液凝结硬化后,即可进行相邻综合管廊节单元的拼装工作。(6) After the grout has solidified and hardened, the assembling work of the adjacent comprehensive pipe gallery section units can be carried out.
在本实施例中,倒U型上盖、U型底座其横截面形状与尺寸根据各工程的实际情况确定,倒U型上盖、U型底座的大小和长度根据现场情况、运输和吊装设备的技术参数确定,倒U型上盖、U型底座预制时其质量控制按照现行的预制构件质量控制规程执行。In this embodiment, the cross-sectional shape and size of the inverted U-shaped upper cover and U-shaped base are determined according to the actual conditions of each project, and the size and length of the inverted U-shaped upper cover and U-shaped base are determined according to the site conditions, transportation and hoisting equipment The technical parameters are determined, and the quality control of the inverted U-shaped upper cover and U-shaped base is carried out in accordance with the current quality control regulations for prefabricated components.
在本实施例中,倒U型上盖、U型底座拼装后然后进行统一高压注浆,施工快速方便。In this embodiment, after the inverted U-shaped upper cover and U-shaped base are assembled, unified high-pressure grouting is performed, and the construction is quick and convenient.
与现有技术相比,本发明具有以下有益效果:结构简单,设计合理,装配简单,工作量少,运输、安装成本低,施工效率高,满足轻型化和快速化施工的要求,同时又具有良好的整体性和稳定性。Compared with the prior art, the present invention has the following beneficial effects: simple structure, reasonable design, simple assembly, less workload, low transportation and installation costs, high construction efficiency, meeting the requirements of lightweight and rapid construction, and at the same time has Good integrity and stability.
附图说明Description of drawings
下面结合附图对本发明专利进一步说明。Below in conjunction with accompanying drawing, the patent of the present invention is further described.
图1为综合管廊的结构示意图;Figure 1 is a schematic diagram of the structure of the integrated pipe gallery;
图2为U型底座的结构示意图;Fig. 2 is a schematic structural diagram of a U-shaped base;
图3为倒U型上盖的结构示意图。Fig. 3 is a structural schematic diagram of an inverted U-shaped upper cover.
图中:In the picture:
1-遇水膨胀橡胶条;2-波纹管套筒;3-注浆孔;4-凹槽B;5-纵筋;6-凹槽A;7-倒U型上盖;8-U型底座。1-water-swellable rubber strip; 2-bellows sleeve; 3-grouting hole; 4-groove B; 5-longitudinal rib; 6-groove A; base.
具体实施方式detailed description
下面结合附图和具体实施方式对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1-3所示,一种横向接头预制拼装综合管廊,包括倒U型上盖、U型底座,所述倒U型上盖由上板和对称设置于上板两侧的立板A组成,所述立板A下端面沿长度方向间隔均布有若干纵筋,立板A下端面外侧设置有凹槽A,所述U型底座下板和对称设置于上板两侧的立板B组成, 所述立板B内沿长度方向间隔均布有若干容纳纵筋的波纹管套筒,立板B下端面外侧设置有凹槽B,立板A内侧面预留有与波纹管套筒连通的注浆孔,所述凹槽B内设置有遇水膨胀橡胶条。As shown in Figure 1-3, a prefabricated and assembled comprehensive pipe gallery with horizontal joints includes an inverted U-shaped upper cover and a U-shaped base. The inverted U-shaped upper cover consists of an upper plate and vertical plates symmetrically arranged on both sides of the upper plate Composed of A, the lower end surface of the vertical plate A is evenly distributed along the length direction with a number of longitudinal ribs at intervals, the outer side of the lower end surface of the vertical plate A is provided with a groove A, the lower plate of the U-shaped base and the vertical ribs symmetrically arranged on both sides of the upper plate The vertical plate B is composed of a number of bellows sleeves evenly distributed along the length direction to accommodate the longitudinal ribs, the outer side of the lower end of the vertical plate B is provided with grooves B, and the inner surface of the vertical plate A is reserved with bellows sleeves. A grouting hole communicated with the sleeve, and a water-swellable rubber strip is arranged in the groove B.
在本实施例中,所述遇水膨胀橡胶条的高度与凹槽A、凹槽B的槽深之和相契合,倒U型上盖、U型底座拼装后遇水膨胀橡胶条上侧面抵靠凹槽A的槽底。In this embodiment, the height of the water-swellable rubber strip matches the sum of the groove depths of groove A and groove B. After the inverted U-shaped upper cover and U-shaped base are assembled, the upper side of the water-swellable rubber strip abuts against By the groove bottom of groove A.
在本实施例中,倒U型上盖、U型底座拼装后,所述纵筋插设在波纹管套筒内,纵筋与波纹管套筒之间注浆连接。In this embodiment, after the inverted U-shaped upper cover and the U-shaped base are assembled, the longitudinal ribs are inserted into the bellows sleeve, and the longitudinal ribs are connected to the bellows sleeve by grouting.
在本实施例中,所述遇水膨胀橡胶条由天然橡胶或者合成橡胶制成。In this embodiment, the water-swellable rubber strip is made of natural rubber or synthetic rubber.
一种横向接头预制拼装综合管廊的施工方法,包括以下步骤:A construction method for a prefabricated and assembled comprehensive pipe gallery with transverse joints, comprising the following steps:
(1)在混凝土预制构件工厂将预埋了管线安装所需预埋件的倒U型上盖、U型底座制作完成,并采用适当的运输设备运至施工现场;(1) In the concrete prefabricated component factory, the inverted U-shaped upper cover and U-shaped base with the embedded parts required for pipeline installation are completed, and transported to the construction site with appropriate transportation equipment;
(2)在U型底座上凹槽B内安装遇水膨胀橡胶;(2) Install water-swellable rubber in the groove B on the U-shaped base;
(3)将安装好遇水膨胀橡胶条的U型底座吊装至指定位置;(3) Hoist the U-shaped base with the water-swellable rubber strip installed to the designated position;
(4)将倒U型上盖吊装至U型底座上方进行组合拼装成综合管廊节单元,并固定位置;(4) Lift the inverted U-shaped upper cover to the top of the U-shaped base for assembly into a comprehensive pipe gallery section unit, and fix the position;
(5)对综合管廊节单元上U型底座上的注浆孔进行高压注浆,注浆完成后对注浆孔进行适当封闭处理;(5) Perform high-pressure grouting on the grouting hole on the U-shaped base of the integrated pipe gallery section unit, and properly seal the grouting hole after the grouting is completed;
(6)待浆液凝结硬化后,即可进行相邻综合管廊节单元的拼装工作。(6) After the grout has solidified and hardened, the assembling work of the adjacent comprehensive pipe gallery section units can be carried out.
上列较佳实施例,对本发明的目的、技术方案和优点进行了进一步详细说明,所应理解的是,以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above-listed preferred embodiments have further described the purpose, technical solutions and advantages of the present invention in detail. It should be understood that the above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Within the spirit and principles of the present invention, any modifications, equivalent replacements, improvements, etc., shall be included within the protection scope of the present invention.
Claims (5)
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| CN201710284709.2A CN106906845A (en) | 2017-04-27 | 2017-04-27 | Transverse joint precast assembly pipe gallery and construction method |
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| CN203924113U (en) * | 2014-06-24 | 2014-11-05 | 刘小沙 | Prefabricated pipe gallery |
| JP2015158110A (en) * | 2014-02-25 | 2015-09-03 | 日本スプライススリーブ株式会社 | Precast member connection structure |
| CN104947709A (en) * | 2015-04-15 | 2015-09-30 | 上海市政工程设计研究总院(集团)有限公司 | Pre-assembled single-compartment municipal tunnel and construction method thereof |
| CN105951876A (en) * | 2016-05-04 | 2016-09-21 | 东北大学 | Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof |
-
2017
- 2017-04-27 CN CN201710284709.2A patent/CN106906845A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD123490A1 (en) * | 1975-12-29 | 1976-12-20 | ||
| JP2015158110A (en) * | 2014-02-25 | 2015-09-03 | 日本スプライススリーブ株式会社 | Precast member connection structure |
| CN203924113U (en) * | 2014-06-24 | 2014-11-05 | 刘小沙 | Prefabricated pipe gallery |
| CN104947709A (en) * | 2015-04-15 | 2015-09-30 | 上海市政工程设计研究总院(集团)有限公司 | Pre-assembled single-compartment municipal tunnel and construction method thereof |
| CN105951876A (en) * | 2016-05-04 | 2016-09-21 | 东北大学 | Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof |
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