CN111287099A - Square culvert component and method for assembling square culvert - Google Patents
Square culvert component and method for assembling square culvert Download PDFInfo
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- CN111287099A CN111287099A CN201811488780.3A CN201811488780A CN111287099A CN 111287099 A CN111287099 A CN 111287099A CN 201811488780 A CN201811488780 A CN 201811488780A CN 111287099 A CN111287099 A CN 111287099A
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 238000007789 sealing Methods 0.000 claims abstract description 33
- 238000010276 construction Methods 0.000 claims abstract description 20
- 239000000463 material Substances 0.000 claims abstract description 20
- 239000011440 grout Substances 0.000 claims abstract description 5
- 238000004382 potting Methods 0.000 claims abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 5
- 238000003491 array Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
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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
本发明涉及建筑工程领域,公开了一种方涵组件以及装配方涵的方法,所述方涵组件包括第一方涵(10)、第二方涵(20)、刚性件(30)和密封条,第一方涵(10)和第二方涵(20)具有框形的连接面,连接面上设置有凸出于连接面的钢筋部,钢筋部具有中心通孔,第一方涵的连接面和第二方涵的连接面彼此面对且具有间隙,以使第一方涵的钢筋部的中心通孔和第二方涵的钢筋部的中心通孔形成重叠部分,刚性件穿过重叠部分设置,密封条沿连接面的外沿和内沿垂直于连接面设置,密封条连接第一方涵和第二方涵以使密封条和连接面共同限定灌浆腔室,灌浆腔室中填充有建筑用灌注材料以将刚性件固定在灌浆腔室。本申请提供的方涵组件装配方便,且具有较高的强度。
The invention relates to the field of construction engineering, and discloses a square culvert assembly and a method for assembling a square culvert. The square culvert assembly includes a first square culvert (10), a second square culvert (20), a rigid part (30) and a seal The first square culvert (10) and the second square culvert (20) have a frame-shaped connecting surface, the connecting surface is provided with a reinforcing bar part protruding from the connecting surface, and the reinforcing bar part has a central through hole, and the first square culvert is provided with a central through hole. The connecting surface and the connecting surface of the second culvert face each other and have a gap, so that the central through hole of the reinforcement part of the first culvert and the central through hole of the reinforcement part of the second culvert form an overlapping part, and the rigid part passes through The overlapping part is arranged, the sealing strip is arranged perpendicular to the connecting surface along the outer and inner edges of the connecting surface, and the sealing strip connects the first square culvert and the second square culvert so that the sealing strip and the connecting surface jointly define the grouting chamber, and the grouting chamber Filled with construction potting material to secure the rigid member in the grout chamber. The square culvert assembly provided by the present application is easy to assemble and has high strength.
Description
技术领域technical field
本发明涉及建筑工程领域,具体地涉及一种方涵组件以及装配方涵的方法。The invention relates to the field of construction engineering, in particular to a square culvert assembly and a method for assembling a square culvert.
背景技术Background technique
目前大多数方涵都采用现场浇筑的钢筋砼结构,混凝土现浇涵身需要现场绑扎钢筋、现场浇筑混凝土然后再进行养护等,工期较长,且现场施工质量很难控制。现场浇筑混凝土受到很多外部,比如天气、环保因素各方面的限制。At present, most square culverts use cast-in-place reinforced concrete structures. The cast-in-place concrete culverts need to bind steel bars on site, pour concrete on site and then maintain them. The construction period is long, and the quality of on-site construction is difficult to control. Cast-in-place concrete is subject to many external constraints, such as weather and environmental factors.
近几年装配式行业发展趋势强劲,装配式方涵产品也在陆续出现,纵观并分析市面上的各种装配式方涵,其连接方式主要有承插口连接、预应力钢绞线连接等,多作为管廊、排水等使用。这种装配式方涵整体稳定性相对较差,使用范围受到一定限制。采用承插口连接的方涵,其接口胶圈易老化,对地形、基础处理的要求较高;采用预应力钢绞线连接的预制方涵,其施工工艺要求较为苛刻,工序相对较为复杂,整体稳定性稍差,质量难以控制。In recent years, the development trend of the prefabricated industry has been strong, and prefabricated square culvert products have appeared one after another. Throughout and analysis of various prefabricated square culverts on the market, the connection methods mainly include socket connection, prestressed steel strand connection, etc. , mostly used as pipe gallery, drainage, etc. The overall stability of this assembled square culvert is relatively poor, and the scope of use is limited. For square culverts connected by sockets, the interface rubber ring is easy to age, and has higher requirements for terrain and foundation treatment; prefabricated square culverts connected by prestressed steel strands have stricter construction process requirements, relatively complex procedures, and overall The stability is slightly poor, and the quality is difficult to control.
发明内容SUMMARY OF THE INVENTION
本发明的目的是为了克服现有技术存在的现有的方涵装配不便且受天气情况影响较大的问题,提供一种方涵组件。The purpose of the present invention is to provide a square culvert assembly in order to overcome the problems existing in the prior art that the existing square culvert is inconvenient to assemble and is greatly affected by weather conditions.
为了实现上述目的,本发明一方面提供一种方涵组件,所述方涵组件包括第一方涵、第二方涵、刚性件和密封条,所述第一方涵和所述第二方涵均具有框形的连接面,所述连接面上设置有凸出于所述连接面的钢筋部,所述钢筋部具有中心通孔,所述第一方涵的所述连接面和所述第二方涵的所述连接面彼此面对且具有间隙,以使所述第一方涵的所述钢筋部的中心通孔和所述第二方涵的所述钢筋部的中心通孔形成重叠部分,所述刚性件穿过所述重叠部分设置,所述密封条沿所述连接面的外沿和内沿垂直于所述连接面设置,所述密封条连接所述第一方涵和所述第二方涵以使所述密封条和所述连接面共同限定灌浆腔室,所述灌浆腔室中填充有建筑用灌注材料以将所述刚性件固定在所述灌浆腔室中。In order to achieve the above object, one aspect of the present invention provides a square culvert assembly, the square culvert assembly includes a first square culvert, a second square culvert, a rigid part and a sealing strip, the first square culvert and the second square culvert are both It has a frame-shaped connecting surface, the connecting surface is provided with a reinforcing bar part protruding from the connecting surface, the reinforcing bar part has a central through hole, the connecting surface of the first square and the second The connecting surfaces of the square culvert face each other with a gap so that the center through hole of the reinforcing bar portion of the first square culvert and the central through hole of the reinforcing bar portion of the second square culvert form an overlapping portion , the rigid member is arranged through the overlapping portion, the sealing strip is arranged perpendicular to the connection surface along the outer and inner edges of the connecting surface, and the sealing strip connects the first square and the The second square is such that the sealing strip and the connecting surface jointly define a grouting chamber, and the grouting chamber is filled with construction pouring material to fix the rigid member in the grouting chamber.
优选地,所述钢筋部包括多个凸出在所述连接面上的钢筋环,所述连接面包括4个细长的拼接面,相对应的两个所述拼接面上的多个所述钢筋环交错设置。Preferably, the reinforcing bar part includes a plurality of reinforcing bar rings protruding on the connecting surface, the connecting surface includes four slender splicing surfaces, and a plurality of the corresponding splicing surfaces on the two splicing surfaces Rebar rings are staggered.
优选地,每个所述钢筋环横跨所述拼接面设置,且多个所述钢筋环沿所述拼接面的长度方向依次排列设置。Preferably, each of the reinforcing bar rings is arranged across the splicing surface, and a plurality of the reinforcing bar rings are arranged in sequence along the length direction of the splicing surface.
优选地,每个所述拼接面上的所述钢筋环的中心通孔垂直于所述拼接面的长度方向。Preferably, the central through hole of the reinforcement ring on each of the splicing surfaces is perpendicular to the length direction of the splicing surface.
优选地,所述方涵组件包括4个所述刚性件,4个所述刚性件分别沿4个所述拼接面的长度方向延伸且贯穿多个所述钢筋环设置。Preferably, the square culvert assembly includes four rigid parts, and the four rigid parts respectively extend along the length direction of the four splicing surfaces and are arranged through a plurality of the reinforcing steel rings.
优选地,所述密封条上开设有用于向所述灌浆腔室灌注的灌注孔。Preferably, the sealing strip is provided with a pouring hole for pouring into the grouting chamber.
优选地,所述刚性件为工字钢。Preferably, the rigid member is an I-beam.
优选地,所述建筑用灌注材料为水泥浆或者混凝土。Preferably, the construction pouring material is cement slurry or concrete.
优选地,所述连接面由多个框形阵列拼接而成,以使所述方涵组件形成多个管道。Preferably, the connecting surface is formed by splicing a plurality of frame-shaped arrays, so that the square culvert assembly forms a plurality of pipes.
本发明第二方面提供一种装配方涵的方法,该方法用于如上所述的方涵组件,该方法包括:S1:将所述第一方涵的所述连接面对准所述第二方涵的所述连接面,使得所述第一方涵的所述连接面和所述第二方涵的所述连接面之间形成间隙,以使所述第一方涵的所述钢筋部和所述第二方涵的所述钢筋部形成重叠部分;S2:将刚性件穿过所述重叠部分设置;S3:向所述灌浆腔室中灌注所述建筑用灌注材料。A second aspect of the present invention provides a method for assembling a square culvert, the method being used for the above-mentioned square culvert assembly, the method comprising: S1: aligning the connecting surface of the first square culvert with the second restraint The connecting surface of the square culvert, so that a gap is formed between the connecting surface of the first culvert and the connecting surface of the second culvert, so that the steel bar portion of the first culvert can be and forming an overlapping portion with the reinforcing steel portion of the second square culvert; S2: disposing a rigid member through the overlapping portion; S3: pouring the construction grouting material into the grouting chamber.
通过上述技术方案,利用本申请提供的方涵组件,通过建筑用灌注材料将刚性件固定在第一方涵和第二方涵之间形成的灌浆腔室中,形成了刚性的梁式连接,保证了两个方涵之间的连接强度;且由于通过建筑用灌注材料密封,提高了方涵组件的防渗性能。Through the above technical solution, using the square culvert component provided by the present application, the rigid part is fixed in the grouting chamber formed between the first square culvert and the second square culvert by using the construction pouring material, forming a rigid beam connection, ensuring the The connection strength between the two square culverts is improved; and the anti-seepage performance of the square culvert components is improved due to the sealing by the construction pouring material.
附图说明Description of drawings
图1是根据本发明优选实施方式提供的方涵组件的透视图;1 is a perspective view of a square culvert assembly provided according to a preferred embodiment of the present invention;
图2是图1的方涵组件的钢筋部和刚性件配合的示意图;Fig. 2 is the schematic diagram that the reinforcement part of the square culvert assembly of Fig. 1 and the rigid part cooperate;
图3是本发明优选实施方式提供的方涵组件在进行装配的分解图;3 is an exploded view of the square culvert assembly provided by the preferred embodiment of the present invention in the process of assembling;
图4是图3的方涵组件的装配过程的示意图;Fig. 4 is the schematic diagram of the assembly process of the square culvert assembly of Fig. 3;
图5是图3的方涵组件最终装配完成的示意图。FIG. 5 is a schematic diagram of the final assembly of the square culvert assembly of FIG. 3 .
附图标记说明Description of reference numerals
10-第一方涵 20-第二方涵 30-刚性件 40-外沿密封板10-First culvert 20-Second culvert 30-Rigid part 40-Outer edge sealing plate
50-钢筋环 60-第三方涵 70-内沿密封板50-Rebar ring 60-Third party culvert 70-Inner edge sealing plate
具体实施方式Detailed ways
本发明提供一种方涵组件,所述方涵组件包括第一方涵10、第二方涵20、刚性件30和密封条,所述第一方涵10和所述第二方涵20均具有框形的连接面,所述连接面上设置有凸出于所述连接面的钢筋部,所述钢筋部具有中心通孔,所述第一方涵10的所述连接面和所述第二方涵20的所述连接面彼此面对且具有间隙,以使所述第一方涵10的所述钢筋部的中心通孔和所述第二方涵20的所述钢筋部的中心通孔形成重叠部分,所述刚性件30穿过所述重叠部分设置,所述密封条沿所述连接面的外沿和内沿垂直于所述连接面设置,所述密封条连接所述第一方涵10和所述第二方涵20以使所述密封条和所述连接面共同限定灌浆腔室,所述灌浆腔室中填充有建筑用灌注材料以将所述刚性件30固定在所述灌浆腔室中。其中,本申请提供的第一方涵10和第二方涵20可以采用钢筋混凝土材质,密封条同样采用钢筋混凝土材质。The present invention provides a square culvert assembly, the square culvert assembly includes a first
如图1所示,在第一方涵10和第二方涵20对齐设置的情况下,第一方涵10的钢筋部的中心通孔和第二方涵20的钢筋部的中心通孔形成了重叠部分,刚性件30穿过该重叠部分设置在灌浆腔室中,通过建筑用灌注材料将刚性件30固定在第一方涵10和第二方涵20之间形成的灌浆腔室中,形成了刚性的梁式连接,保证了第一方涵10和第二方涵20之间的连接强度;且由于通过建筑用灌注材料密封,提高了方涵组件的防渗性能。As shown in FIG. 1 , when the
在本申请的实施方式中,第一方涵10和第二方涵20的横截面为矩形,且第一方涵10和第二方涵20的管道也为矩形,因此框形的连接面包括4个细长的拼接面,第一方涵10和第二方涵20的每一对相对的拼接面之间设置有1个刚性件30,钢筋部包括多个凸出在连接面上的钢筋环50,第一方涵10的连接面上的钢筋环50和第二方涵20的连接面上的钢筋环50交错设置,具体地,每个拼接面上的钢筋环50沿该拼接面的长度方向依次排列设置,优选为等间隔地设置,钢筋环50横跨拼接面的宽度设置且每个拼接面上的钢筋环50的中心通孔垂直于拼接面的长度方向。In the embodiment of the present application, the cross sections of the
参考图2所示的结构,第一方涵10的连接面上的钢筋环50和第二方涵20的连接面上的钢筋环50的尺寸完全相同,当第一方涵10和第二方涵20对齐设置时,第一方涵10的钢筋环50和第二方涵20的钢筋环50彼此重叠,使得刚性件30能够穿过第一方涵10和第二方涵20的每一对相对的拼接面之间的所有钢筋环50的通孔设置。Referring to the structure shown in FIG. 2 , the
其中,在图2所示的结构中,沿水平方向设置的刚性件30被钢筋环50的下边框支撑,沿竖直方向设置的刚性件30能够支撑在其下方的刚性件30上。Wherein, in the structure shown in FIG. 2 , the
刚性件30选用工字钢,建筑用灌注材料可以选用水泥浆或者混凝土,工字钢的结构能够更好地和水泥浆或者细石子混凝土、自密实混凝土结合,但是本申请并不限定于此,刚性件30也可以选用槽钢、带孔方钢等。The
为了向灌浆腔室中灌注建筑用灌注材料,密封条上开设有灌注孔,该灌注孔优选开设在的密封条位于顶面的部分上,从而防止灌注材料流出灌浆腔室。In order to pour the construction pouring material into the grouting chamber, a pouring hole is opened on the sealing strip, and the pouring hole is preferably opened on the part of the sealing strip located on the top surface, so as to prevent the pouring material from flowing out of the grouting cavity.
需要说明的是,本申请提供的方涵组件并不限定于单孔管道的形式,第一方涵10和第二方涵20也可以为常见的双孔、四孔等多孔形式的方涵,在多孔形式的方涵中,可以在环绕每个孔的连接面上均设置钢筋环,保证每个孔的周围均设置有4个刚性件30,然后灌注水泥浆或者混凝土即可。It should be noted that the square culvert assembly provided in this application is not limited to the form of a single-hole pipeline. The first
本申请的方涵组件可以和其他具有钢筋环的单个方涵或者方涵组件进行拼接,参考图3、图4和图5所示的结构,第一方涵10背离第二方涵20的一侧同样设置有连接面以及位于该连接面上的钢筋环50,第二方涵20背离第一方涵10的一侧也具有连接面以及位于该连接面上的钢筋环50,以和第三方涵60连接,通过这种连接结构,本申请提供的方涵组件可以连接任意数量的方涵。The square culvert assembly of the present application can be spliced with other single square culverts or square culvert assemblies with steel rings. Referring to the structures shown in FIG. 3 , FIG. 4 and FIG. The side is also provided with a connecting surface and a reinforcing
本申请第二方面提供一种装配方涵的方法,该方法利用上述的方涵组件,该方法包括S1:将第一方涵10的连接面对准第二方涵20的连接面,使得第一方涵10的连接面和第二方涵20的连接面之间形成间隙,以使第一方涵10的钢筋部的中心通孔和第二方涵20的钢筋部的中心通孔形成重叠部分;S2:将刚性件30穿过重叠部分设置;S3:向灌浆腔室中灌注建筑用灌注材料。A second aspect of the present application provides a method for assembling a square culvert. The method utilizes the above-mentioned square culvert assembly, and the method includes S1: aligning the connection surface of the
具体地,参考图1所示的结构,密封条包括设置在连接面的内沿的一整块环状的内沿密封板70以及设置在连接面的外沿的4个外沿密封板40,内沿密封板70以及外沿密封板40的宽度等于第一方涵10和第二方涵20之间的间隙的宽度,因此只需要在第一方涵10和第二方涵20中的一者上设置密封条即可,在图3所示的结构中,环状的内沿密封板70以及4个外沿密封板40均设置在第二方涵20上。Specifically, referring to the structure shown in FIG. 1 , the sealing strip includes a whole annular inner
其中,4个外沿密封板40的长度小于方涵的边长,使得灌浆腔室的4个边角没有完全封闭,从而可以从四个边角塞入刚性件30,塞入刚性件30应当遵循一定的顺序,首先沿水平方向塞入位于下方的灌浆腔室的刚性件30,然后沿竖直方向从上方的两个边角分别塞入位于两侧的灌浆腔室的刚性件30,最后沿水平方向塞入位于上方的灌浆腔室的刚性件30,通过这种结构能够使得位于两侧的工字钢被支撑在位于下层的工字钢上。另外,为了在向灌浆腔室中灌注材料时防止材料流出,尤其是从下方的两个边角流出,可以在下方的两个边角处塞入橡胶垫,橡胶垫能够防止灌注材料流出且橡胶垫最终和灌注材料共同凝固在灌浆腔室中。Among them, the length of the four
本申请提供的方涵组件可以作为管廊通道使用,在多个方涵构成的通道中设置电缆等管路,同时由于本申请使用水泥浆或者细石子混凝土、自密实混凝土来连接各个方涵,使得多个方涵构成的通道具有良好的防渗性,因此也可以直接在通道中走水,从而作为通水的管路。The square culvert assembly provided in this application can be used as a pipe gallery channel, and pipelines such as cables are arranged in the channel composed of multiple square culverts. The channel composed of multiple square culverts has good seepage resistance, so water can also be directly passed through the channel, thus serving as a water pipeline.
以上结合附图详细描述了本发明的优选实施方式,但是,本发明并不限于此。在本发明的技术构思范围内,可以对本发明的技术方案进行多种简单变型。包括各个具体技术特征以任何合适的方式进行组合。为了避免不必要的重复,本发明对各种可能的组合方式不再另行说明。但这些简单变型和组合同样应当视为本发明所公开的内容,均属于本发明的保护范围。The preferred embodiments of the present invention have been described above in detail with reference to the accompanying drawings, however, the present invention is not limited thereto. Within the scope of the technical concept of the present invention, various simple modifications can be made to the technical solution of the present invention. Include individual specific technical features combined in any suitable manner. In order to avoid unnecessary repetition, the present invention will not describe various possible combinations. However, these simple modifications and combinations should also be regarded as the contents disclosed in the present invention, and all belong to the protection scope of the present invention.
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| CN113404091A (en) * | 2021-05-28 | 2021-09-17 | 内蒙古送变电有限责任公司 | Construction method for encapsulating and splicing prefabricated square culvert foundation and cable trench foundation |
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| CN209428979U (en) * | 2018-12-06 | 2019-09-24 | 北京市水利规划设计研究院 | Contain component in side |
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| CN101597888A (en) * | 2009-06-22 | 2009-12-09 | 济南城建工程公司 | Construction method of municipal drainage culvert sinking trough |
| US20180050467A1 (en) * | 2016-08-22 | 2018-02-22 | LowSpan LLC | Pre-Stressed Box Culvert and Methods for Assembly Thereof |
| CN207846470U (en) * | 2018-02-02 | 2018-09-11 | 湖北宇辉中工建筑产业化有限公司 | Prefabricated entirety box culvert |
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| CN113404091A (en) * | 2021-05-28 | 2021-09-17 | 内蒙古送变电有限责任公司 | Construction method for encapsulating and splicing prefabricated square culvert foundation and cable trench foundation |
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