CN114232675A - L-shaped joint at bottom of combined shell pipe gallery and construction method thereof - Google Patents

L-shaped joint at bottom of combined shell pipe gallery and construction method thereof Download PDF

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CN114232675A
CN114232675A CN202111583422.2A CN202111583422A CN114232675A CN 114232675 A CN114232675 A CN 114232675A CN 202111583422 A CN202111583422 A CN 202111583422A CN 114232675 A CN114232675 A CN 114232675A
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side wall
wall panel
combined shell
cast
steel
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姚爱军
李仁康
董磊
孙浩然
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Beijing University of Technology
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Beijing University of Technology
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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
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

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  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
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Abstract

本发明公开了组合壳管廊底部L型节点及其施工方法，包括现浇底板和在工厂预制的组合壳边墙板，在施工现场拼接形成组合壳管廊底部L型节点。拼接完成后在施工现场浇筑混凝土完成节点结构施工。组合壳边墙板由钢筋骨架、对拉连接件和高强模板组成。本发明采用现浇混凝土将底板和预制边墙板连接，连接位置无接缝，防水效果好；组合壳构件质量只有全预制构件重量的五分之一，构件运输成本低；该节点不改变现浇构件的混凝土截面和钢筋连接方式，整体性保持与现浇一致。边墙板通过连接件将高强模板材料和钢筋骨架连接在一起，构件标准化程度高，具有工业化生产的设计基础。

Figure 202111583422

The invention discloses an L-shaped node at the bottom of a combined shell and tube gallery and a construction method thereof. After the splicing is completed, concrete is poured at the construction site to complete the construction of the joint structure. The combined shell side wall panel is composed of reinforced skeleton, tension connectors and high-strength formwork. The invention adopts the cast-in-place concrete to connect the bottom plate and the prefabricated side wall panels, the connection position has no joints, and the waterproof effect is good; the quality of the combined shell component is only one-fifth of the weight of the full prefabricated component, and the transportation cost of the component is low; the joint does not change the existing The concrete section of the cast member and the connection method of the steel bar are kept consistent with the cast-in-place integrity. The side wall panel connects the high-strength formwork material and the steel skeleton through the connector, and the components are highly standardized and have the design basis for industrial production.

Figure 202111583422

Description

L-shaped joint at bottom of combined shell pipe gallery and construction method thereof
Technical Field
The invention belongs to the technical field of construction engineering construction, and is mainly used for construction of a pipe gallery structure.
Background
The city of China now enters the golden period of underground space utilization and development, and the construction of urban underground pipe galleries is rapidly developed. At present, a large amount of cast-in-place modes are adopted in the structure construction stage, so that the problems of large wet operation amount of a construction site, large water resource consumption, obvious low industrialization level, low construction efficiency, high overall energy consumption of the industry and the like are caused, and a new construction method is urgently needed to replace the traditional cast-in-place method.
The section form of the pipe gallery is single, which creates conditions for standardized production. But as underground structure, its waterproof requirement is higher, and this also brings certain challenge for the application of assembled piping lane.
The most central part of the assembly construction technology is the node connection between the components. The existing assembled pipe gallery node connection technology has three main problems in general: 1, the assembled member has more joints and poor waterproof effect; 2, the construction cost is higher than that of cast-in-place, and the main reasons are heavy components and high transportation cost. 3, the nodal connection of assembled piping lane adopts modes such as prestressing force, bolt, sleeve more, compares cast-in-place wholeness poor.
Disclosure of Invention
The invention aims to design an L-shaped node at the bottom of a combined shell pipe gallery, which is used for overcoming the problems of more joints, poor waterproof effect, heavy components, high transportation cost and poor overall performance existing in the assembly type construction in the background art.
In order to achieve the purpose, the technical scheme adopted by the invention is that the L-shaped node at the bottom of the combined shell and tube gallery comprises a cast-in-place bottom plate and a combined shell side wall plate prefabricated in a factory, and the L-shaped node at the bottom of the combined shell and tube gallery is formed by splicing at a construction site. And after splicing, pouring concrete on the construction site to complete the construction of the node structure. The combined shell side wall plate is composed of a steel reinforcement framework, a counter-pull connecting piece and a high-strength template.
Furthermore, the high-strength formwork of the combined shell side wall plate is arranged on the outer side of the steel reinforcement framework, occupies the position of the cast-in-place structure protective layer, and serves as a formwork in the concrete pouring process to bear the lateral pressure in the concrete pouring process. After the concrete pouring is finished, the high-strength template is used as a reinforcing steel bar protection layer to participate in stress. The size of the concrete outer contour of the combined shell side wall plate is consistent with that of a common cast-in-place member.
Further, among the adjacent combination shell piping lane boundary plate, boundary plate distribution reinforcing bar and adjacent boundary plate distribution reinforcing bar adopt overlap joint. The reinforcing bar is distributed to the side wall board in the component manufacturing process, considers adjacent side wall board distribution reinforcing bar position, and side wall board distribution reinforcing bar makes dodges. The high-strength templates of the side wall plate combined shell of the adjacent components are spliced to form side wall plate vertical seams.
Furthermore, in the manufacturing process of the cast-in-place bottom plate, the embedded connecting bars are installed through the positioning steel plates, and in the manufacturing process of the combined shell side wall plate, the stressed steel bars of the side wall plate are arranged in a staggered and close-fitting mode according to the embedded connecting bars.
The construction process of the L-shaped node at the bottom of the combined shell pipe gallery is as follows: s1, casting a bottom plate on the construction site, wherein the cast-in-situ bottom plate comprises cast-in-situ bottom plate stressed steel bars, embedded connecting bars, cast-in-situ bottom plate axillary angle steel bars, cast-in-situ bottom plate distribution steel bars and cast-in-situ concrete. The embedded connecting bars are accurately positioned through the embedded steel bar positioning steel plates and the positioning steel plate preformed holes.
S2 the side wall board of the combined shell and tube gallery is produced in a factory, and the side wall board of the combined shell and tube gallery consists of a side wall board outside combined shell high-strength template 10, a side wall board inside combined shell high-strength template, side wall board distribution steel bars, side wall board stress steel bars and side wall board opposite-pulling connecting pieces. The reinforcing steel bar framework of the side wall plate is formed by the side wall plate distributed reinforcing steel bars, the adjacent side wall plate distributed reinforcing steel bars and the side wall plate stressed reinforcing steel bars. The steel reinforcement framework, the high-strength template of the combined shell on the inner side of the side wall board and the high-strength template of the combined shell on the outer side of the side wall board form a whole through the opposite-pulling connecting pieces of the side wall board.
The side wall board plays the effect of fixed steel reinforcement skeleton to drawing the connecting piece, bears the side pressure that concrete placement process produced to the side wall board simultaneously.
And S3 the embedded connecting bars are positioned through the embedded steel bar positioning steel plates and the positioning steel plate preformed holes.
S4, installing a side wall plate supporting system and hoisting the combined shell and tube gallery side wall plates.
And S5 connecting the stressed reinforcing steel bars of the side wall plate with the embedded connecting bars in an overlapping manner.
S6, installing adjacent combined shell side wall boards, and splicing the adjacent side wall boards to form side wall board vertical seams.
S7, concrete is poured in the side wall plate of the combined shell, and the adjacent cast-in-place bottom plates are connected through the embedded connecting ribs; the connection of the adjacent side wall plate components is completed through the lap joint of the side wall plate component distribution reinforcing steel bars and the adjacent side wall plate component distribution reinforcing steel bars. And finishing the construction of the node structure.
Compared with the prior art, the invention provides the L-shaped node at the bottom of the combined shell pipe gallery, the node adopts cast-in-place concrete to connect the bottom plate and the prefabricated side wall plate, the connecting position has no seam, and the waterproof effect is good; the mass of the combined shell component is only one fifth of the weight of the whole prefabricated component, and the transportation cost of the component is low; the concrete section and the steel bar connection mode of the cast-in-place member are not changed by the node, and the integrity is kept consistent with the cast-in-place property. The side wall board connects the high-strength formwork material and the steel reinforcement framework together through the connecting piece, the standardization degree of the components is high, and the design basis of industrial production is realized.
Drawings
Fig. 1 is an elevation view of an L-shaped node at the bottom of a combined shell-tube lane.
Figure 2 combines shell and tube gallery floors.
Fig. 3a combination shell tube lane edge wall panel.
Fig. 4 shows a combined shell and tube gallery bottom L-shaped node installation process 1.
FIG. 5 is a schematic view of the positioning plate.
Fig. 6 shows a combined shell and tube gallery bottom L-shaped node installation process 2.
FIG. 71-1 is a sectional view.
Fig. 8 is a plan view of an L-shaped node at the bottom of a combined shell and tube lane.
Fig. 9 shows a combined shell and tube gallery bottom L-shaped node installation process 3.
In the figure, 1, a cast-in-place bottom plate; 2. assembling shell side wall boards; 3. a sidewall panel support system; 4. the vertical seam of the side wall plate. 5. Cast-in-place bottom plate stressed steel bars; 6. embedding connecting ribs; 7. pouring in-situ bottom plate axillary angle reinforcing steel bars; 8. distributing steel bars on the cast-in-situ bottom plate; 9. casting concrete in situ; 10. the outer side of the side wall plate is combined with a shell high-strength template; 11. the inner side of the side wall plate is provided with a shell high-strength template; 12a, distributing steel bars on the side wall plates; 12b, distributing steel bars on the adjacent side wall plates; 13. the stressed steel bar of the side wall plate; 14. the side wall plates are oppositely pulled to form connecting pieces; 15. embedding a steel bar positioning steel plate; 16. and positioning the steel plate preformed hole.
Detailed Description
Through comprehensive summary and intensive research on the prior art, the invention mainly solves the following problems:
(1) the L-shaped node at the bottom of the combined shell pipe gallery is characterized in that a bottom plate and a prefabricated side wall plate are connected by cast-in-place concrete, the connecting position is seamless, and the waterproof effect is good;
(2) the mass of the combined shell component is only one fifth of the weight of the whole prefabricated component, and the transportation cost of the component is low;
(3) the concrete section and the steel bar connection mode of the cast-in-place member are not changed by the node, and the integrity is kept consistent with the cast-in-place property.
(4) The side wall board connects the high-strength formwork material and the steel reinforcement framework together through the connecting piece, the standardization degree of the components is high, and the design basis of industrial production is realized.
The main body part of the invention is formed by splicing a cast-in-place bottom plate 1 and a combined shell side wall plate 2 prefabricated in a factory on a construction site to form an L-shaped node at the bottom of a combined shell pipe gallery. And after splicing, pouring concrete on the construction site to complete the construction of the node structure. The combined shell side wall plate 2 consists of a steel reinforcement framework, a counter-pull connecting piece and a high-strength template.
1. Pipe gallery bottom L type node comprises cast-in-place bottom plate 1 and at prefabricated combination shell side wall board 2 in the mill, forms combination shell pipe gallery bottom L type node at the job site concatenation.
2. The high-strength template of side wall board sets up in the outside of framework of steel reinforcement, occupies cast-in-place structure protective layer's position, and the high-strength template is as the template in concrete placement process, undertakes the lateral pressure of concrete placement in-process. After the concrete pouring is finished, the high-strength template is used as a reinforcing steel bar protection layer to participate in stress. The concrete outline size of the side wall plate is consistent with that of a common cast-in-place member.
3. In adjacent combination shell piping lane boundary plate, boundary plate distribution reinforcing bar 12a adopts overlap joint (direct overlap joint) with adjacent boundary plate distribution reinforcing bar 12 b. The limit wallboard distribution reinforcing bar 12a is in the component manufacturing process, considers adjacent limit wallboard distribution reinforcing bar 12b position, and the reinforcing bar is made dodging. The high-strength templates of the side wall plate combined shell of the adjacent components are spliced to form side wall plate perps 4.
4. In the manufacturing process of the cast-in-place bottom plate 1, the embedded connecting ribs 6 are installed through the positioning steel plates, and in the manufacturing process of the combined shell side wall plate 2, the stressed reinforcing steel bars 13 of the side wall plate are arranged in a staggered and close-fitting mode according to the embedded connecting ribs 6.
5. Construction process
(1) As shown in fig. 2: and (3) pouring a bottom plate on the construction site, wherein the cast-in-place bottom plate 1 consists of cast-in-place bottom plate stressed steel bars 5, embedded connecting bars 6, cast-in-place bottom plate axillary angle steel bars 7, cast-in-place bottom plate distribution steel bars 8 and cast-in-place concrete 9. The embedded connecting bars 6 are accurately positioned through the embedded steel bar positioning steel plates 15 and the positioning steel plate preformed holes 16.
(2) As shown in fig. 3: the combined shell and tube gallery side wall plate is produced in a factory, and the combined shell side wall plate 2 consists of a side wall plate outer side combined shell high-strength template 10, a side wall plate inner side combined shell high-strength template 11, side wall plate distribution steel bars 12, side wall plate stress steel bars 13 and side wall plate opposite-pulling connecting pieces 14. The side wall plate distributed reinforcing steel bars 12a, the adjacent side wall plate distributed reinforcing steel bars 12b and the side wall plate stress reinforcing steel bars 13 form a reinforcing steel bar framework of the side wall plate. The steel reinforcement framework, the side wall plate inner side combined shell high-strength template 11 and the side wall plate outer side combined shell high-strength template 10 are integrated through the side wall plate opposite-pulling connecting piece 14.
The wallboard counter-pull connector 14 plays a role of fixing the steel reinforcement framework and bears the side pressure generated by the concrete pouring process to the wallboard.
The thickness of the high-strength template of the combined shell of the inner side wall plate and the outer side wall plate is 2 cm. Because the protective layer of the stressed reinforcing steel bars on the inner side of the side wall board is 3cm, the clear distance between the high-strength template 11 of the combined shell on the inner side of the side wall board and the stressed reinforcing steel bars on the inner side of the side wall board is 1 cm. Because the protective layer of the outside atress reinforcing bar of side wall board is 5cm, the clear distance of side wall board outside combination shell high-strength formwork 10 and the outside atress reinforcing bar of side wall board is 3 cm. This position is controlled by the edge panel pull connector 14.
(3) Fig. 4 and 5: the embedded connecting bars 6 are accurately positioned through the embedded steel bar positioning steel plates 15 and the positioning steel plate preformed holes 16.
(4) FIG. 6: and installing a side wall plate supporting system 3 and hoisting the combined shell and tube gallery side wall plate.
(5) Fig. 7 is a cross section 1-1 of fig. 6, and the stressed steel bars 13 of the side wall plate and the embedded connecting bars 6 are in lap joint.
(6) FIG. 8: and (4) installing adjacent combined shell side wall plates 2, and splicing the adjacent side wall plates to form side wall plate vertical seams 4.
(7) FIG. 9: concrete is poured into the combined shell side wall plate 2, and the adjacent cast-in-place bottom plates are connected through the embedded connecting ribs 6; the connection of the adjacent side wall plate components is completed through the lap joint of the side wall plate component distribution steel bars 13a and the adjacent side wall plate component distribution steel bars 13 b. And finishing the construction of the node structure.

Claims (5)

1.组合壳管廊底部L型节点，其特征在于：包括现浇底板和在工厂预制的组合壳边墙板，在施工现场拼接形成组合壳管廊底部L型节点；拼接完成后在施工现场浇筑混凝土完成节点结构施工；组合壳边墙板由钢筋骨架、对拉连接件和高强模板组成。1. The L-shaped node at the bottom of the combined shell and tube gallery is characterized in that: it comprises a cast-in-place bottom plate and a composite shell side wall panel prefabricated in a factory, and is spliced at the construction site to form an L-shaped node at the bottom of the combined shell and tube gallery; after the splicing is completed, at the construction site Concrete is poured to complete the construction of the joint structure; the combined shell side wall panel is composed of a steel skeleton, a pair of tensile connectors and a high-strength formwork. 2.根据权利要求1所述的组合壳管廊底部L型节点，其特征在于：组合壳边墙板的高强模板设置在钢筋骨架的外侧，占用现浇结构保护层的位置，在混凝土浇筑过程中高强模板作为模板，承担混凝土浇筑过程中的侧压力；混凝土浇筑完成后，高强模板作为钢筋保护层，参与受力；组合壳边墙板的混凝土外轮廓尺寸与普通现浇构件保持一致。2. The L-shaped node at the bottom of the combined shell and tube gallery according to claim 1, is characterized in that: the high-strength formwork of the combined shell side wall panel is arranged on the outer side of the steel skeleton, occupies the position of the cast-in-place structural protection layer, and in the concrete pouring process The medium and high-strength formwork is used as the formwork to bear the lateral pressure during the concrete pouring process; after the concrete pouring is completed, the high-strength formwork acts as the steel protection layer and participates in the stress; the concrete outer contour size of the composite shell side wall panel is consistent with the ordinary cast-in-place components. 3.根据权利要求1所述的组合壳管廊底部L型节点，其特征在于：相邻的组合壳管廊边墙板中，边墙板分布钢筋与相邻边墙板分布钢筋采用搭接连接；边墙板分布钢筋在构件制作过程中，考虑相邻边墙板分布钢筋位置，边墙板分布钢筋做出避让；相邻构件的边墙板组合壳高强模板拼接形成边墙板竖缝。3. The L-shaped node at the bottom of the combined shell and tube gallery according to claim 1, is characterized in that: in the adjacent combined shell and tube gallery side wall panels, the side wall panel distribution steel bars and the adjacent side wall panel distribution bars adopt lap joints Connection; side wall panel distribution steel bars In the component fabrication process, considering the location of adjacent side wall panels distribution steel bars, the side wall panel distribution steel bars are avoided; the side wall panel composite shells of adjacent components are spliced with high-strength formwork to form side wall panel vertical joints . 4.根据权利要求1所述的组合壳管廊底部L型节点，其特征在于：现浇底板制作过程中，通过定位钢板安设预埋连接筋，组合壳边墙板制作过程中，边墙板受力钢筋根据预埋连接筋做错位密贴布置。4. The L-shaped node at the bottom of the combined shell and tube gallery according to claim 1 is characterized in that: in the process of making the cast-in-place bottom plate, the pre-embedded connecting ribs are installed by positioning the steel plate, and in the process of making the combined shell side wall panel, the side wall is The plate bearing steel bars are arranged in dislocation and close contact according to the pre-embedded connecting bars. 5.根据权利要求1-4任一所述的组合壳管廊底部L型节点，其特征在于：组合壳管廊底部L型节点的施作过程如下：S1在施工现场浇筑底板，现浇底板由现浇底板受力钢筋、预埋连接筋、现浇底板腋角钢筋、现浇底板分布钢筋和现浇混凝土组成；预埋连接筋通过预埋钢筋定位钢板、定位钢板预留孔准确定位；5. the L-shaped node at the bottom of the combined shell and tube gallery according to any one of claims 1-4, it is characterized in that: the construction process of the L-shaped node at the bottom of the combined shell and tube gallery is as follows: S1 pours the base plate at the construction site, and the cast-in-place base plate It is composed of cast-in-situ steel reinforcement bars, pre-embedded connecting bars, cast-in-place base plate haunch steel bars, cast-in-situ floor distribution bars and cast-in-situ concrete; the pre-embedded connection bars are accurately positioned through the pre-embedded steel bars to locate the steel plates and the reserved holes for the positioning steel plates; S2在工厂生产组合壳管廊边墙板，组合壳边墙板由边墙板外侧组合壳高强模板10、边墙板内侧组合壳高强模板、边墙板分布钢筋、边墙板受力钢筋、边墙板对拉连接件组成；边墙板分布钢筋、相邻边墙板分布钢筋、边墙板受力钢筋组成边墙板的钢筋骨架；钢筋骨架、边墙板内侧组合壳高强模板、边墙板外侧组合壳高强模板通过边墙板对拉连接件组成一体；S2 produces combined shell and tube gallery side wall panels in the factory. The combined shell side wall panels are composed of high-strength formwork 10 for the outer combined shell of the side wall panels, high-strength formwork for the inner combined shell of the side wall panels, distribution steel bars for the side wall panels, and stress steel bars for the side wall panels. The side wall panel is composed of the tension connector; the side wall panel distribution steel bars, the adjacent side wall panel distribution steel bars, and the side wall panel stress steel bars form the side wall panel reinforcement skeleton; The high-strength formwork of the outer composite shell of the wall panel is integrated by the side wall panel tension connector; 边墙板对拉连接件起到固定钢筋骨架的作用，同时承受混凝土浇筑过程对边墙板产生的侧压力；The side wall panel plays the role of fixing the steel skeleton to the tensile connector, and at the same time bears the lateral pressure generated by the concrete pouring process on the side wall panel; S3预埋连接筋通过预埋钢筋定位钢板、定位钢板预留孔定位；S3 pre-embedded connecting bars are positioned by pre-embedded steel bars for positioning steel plates and reserved holes for positioning steel plates; S4安装边墙板支撑体系，吊装组合壳管廊边墙板；S4 install the side wall panel support system, and hoist the side wall panel of the combined shell and tube gallery; S5边墙板受力钢筋以及预埋连接筋搭接连接；S5 side wall panel stress steel bar and pre-embedded connecting bar lap connection; S6安装相邻的组合壳边墙板，相邻边墙板拼接形成边墙板竖缝；S6 is to install adjacent side wall panels of combined shells, and the adjacent side wall panels are spliced to form vertical joints of the side wall panels; S7在组合壳边墙板内浇筑混凝土，通过预埋连接筋连接相邻现浇底板；通过边墙板构件分布钢筋、相邻边墙板构件分布钢筋的搭接，完成相邻边墙板构件的连接；节点结构施工完成。S7: Concrete is poured in the side wall panels of the composite shell, and the adjacent cast-in-place bottom plates are connected by pre-embedded connecting ribs; the adjacent side wall panel components are completed by the overlapping of the distribution steel bars of the side wall panel components and the distribution steel bars of the adjacent side wall panel components. The connection of the node structure is completed.
CN202111583422.2A 2021-12-22 2021-12-22 L-shaped joint at bottom of combined shell pipe gallery and construction method thereof Pending CN114232675A (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862916A (en) * 2016-06-03 2016-08-17 长沙远大住宅工业集团股份有限公司 Superimposed assembled type underground pipe gallery system and construction and manufacturing process
CN106245674A (en) * 2016-08-01 2016-12-21 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN206189455U (en) * 2016-11-02 2017-05-24 中民筑友科技投资有限公司 a corridor
CN107130634A (en) * 2017-06-28 2017-09-05 中建科技湖南有限公司 A kind of noncontact attachment structure of the prefabricated piping lane of split-type
JP2017166229A (en) * 2016-03-16 2017-09-21 ジオスター株式会社 Box culvert
CN108797638A (en) * 2018-06-01 2018-11-13 中国建筑股份有限公司 Integrated assembled piping lane based on composite bottom board and its construction method
CN109137984A (en) * 2018-10-24 2019-01-04 中建科技有限公司 Assembled integral mixes prefabricated pipe gallery
JP2019152025A (en) * 2018-03-02 2019-09-12 旭コンクリート工業株式会社 Construction method of box culvert, and box culvert

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017166229A (en) * 2016-03-16 2017-09-21 ジオスター株式会社 Box culvert
CN105862916A (en) * 2016-06-03 2016-08-17 长沙远大住宅工业集团股份有限公司 Superimposed assembled type underground pipe gallery system and construction and manufacturing process
CN106245674A (en) * 2016-08-01 2016-12-21 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN206189455U (en) * 2016-11-02 2017-05-24 中民筑友科技投资有限公司 a corridor
CN107130634A (en) * 2017-06-28 2017-09-05 中建科技湖南有限公司 A kind of noncontact attachment structure of the prefabricated piping lane of split-type
JP2019152025A (en) * 2018-03-02 2019-09-12 旭コンクリート工業株式会社 Construction method of box culvert, and box culvert
CN108797638A (en) * 2018-06-01 2018-11-13 中国建筑股份有限公司 Integrated assembled piping lane based on composite bottom board and its construction method
CN109137984A (en) * 2018-10-24 2019-01-04 中建科技有限公司 Assembled integral mixes prefabricated pipe gallery

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