CN113026805B - A grouting prefabricated component connection node structure and assembled underground station - Google Patents
A grouting prefabricated component connection node structure and assembled underground station Download PDFInfo
- Publication number
- CN113026805B CN113026805B CN202110305861.0A CN202110305861A CN113026805B CN 113026805 B CN113026805 B CN 113026805B CN 202110305861 A CN202110305861 A CN 202110305861A CN 113026805 B CN113026805 B CN 113026805B
- Authority
- CN
- China
- Prior art keywords
- grouting
- prefabricated component
- vertical
- side wall
- prefabricated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 57
- 239000010959 steel Substances 0.000 claims abstract description 57
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 4
- 238000010276 construction Methods 0.000 abstract description 23
- 239000004567 concrete Substances 0.000 abstract description 10
- 239000011440 grout Substances 0.000 description 26
- 238000011065 in-situ storage Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- 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
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Sustainable Development (AREA)
- Environmental & Geological Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
本发明提供了一种灌浆预制件连接节点结构，包括上预制件、下构件及连接件；上预制件设有贯通上预制件底端的灌浆孔，灌浆孔上设有灌浆入口和出口，上预制件内预埋有灌浆管和出浆管，灌浆管和出浆管的一端分别与灌浆孔上的灌浆入口和出口连通，另一端均贯穿上预制件延伸至上预制件侧面，上预制件和下构件内均预埋有竖向钢筋，下构件上对应灌浆孔的竖向钢筋伸入至灌浆孔内，其余竖向钢筋与上预制件的竖向钢筋对应焊接。该发明通过连接件连接上预制件和下构件，然后通过灌浆孔浇筑混凝土进行连接，同时将下构件的竖向钢筋伸入灌浆孔，提高了预制件连接节点处结构强度和结构一体性，且装配精度高以及现场施工效率高，能够有效地缩短工期。
The present invention provides a grouting prefabricated component connection node structure, including an upper prefabricated component, a lower component and a connecting component; the upper prefabricated component is provided with a grouting hole that passes through the bottom end of the upper prefabricated component, the grouting hole is provided with a grouting inlet and an outlet, a grouting pipe and a grouting outlet pipe are pre-buried in the upper prefabricated component, one end of the grouting pipe and the grouting outlet pipe are respectively connected to the grouting inlet and outlet on the grouting hole, and the other end both penetrate the upper prefabricated component and extend to the side of the upper prefabricated component, vertical steel bars are pre-buried in the upper prefabricated component and the lower component, the vertical steel bars corresponding to the grouting holes on the lower component extend into the grouting holes, and the remaining vertical steel bars are welded to the vertical steel bars of the upper prefabricated component. The invention connects the upper prefabricated component and the lower component through a connecting component, and then pours concrete through the grouting hole for connection, and at the same time, the vertical steel bars of the lower component are extended into the grouting hole, thereby improving the structural strength and structural integrity at the connection node of the prefabricated component, and has high assembly accuracy and high on-site construction efficiency, which can effectively shorten the construction period.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to a grouting prefabricated member connecting node structure and an assembled underground station.
Background
The underground station is constructed by adopting cast-in-situ reinforced concrete, the construction operation environment is poor, the working procedure is complex, the construction period is long, the influence of various weather and climate is great, the construction quality is influenced by various factors and is difficult to guarantee, and meanwhile, a lot of waste construction wastes are generated in the construction process, so that the resources are wasted and the environment is polluted.
In order to solve the problems of cast-in-situ construction, an assembled structure is adopted, prefabricated components are transported to the site for assembly, and construction operation efficiency and construction quality of the components are improved. However, cast-in-place concrete at the connecting node between the upper component and the lower component in the existing assembly type structure has certain difficulty, the strength is difficult to ensure, and the positioning of the prefabricated component is easy to deviate.
Disclosure of Invention
The invention aims to overcome the defects in the prior art, and provides a grouting prefabricated member connecting node structure, which can avoid the problems of lower construction efficiency, complex working procedures, difficult guarantee of construction quality of components and the like in cast-in-situ operation, improve the assembly positioning accuracy of prefabricated members and the strength of connecting nodes, and shorten the construction period.
In order to achieve the above purpose, the invention adopts the following technical scheme:
A grouting prefabricated member connecting node structure comprises an upper prefabricated member, a lower member and a connecting piece connected between the upper prefabricated member and the lower member; the utility model discloses a prefabricated member, including the prefab, go up the prefab and be equipped with the grout hole, grout hole one end opening one end is sealed, and grout hole opening end link up the bottom of going up the prefab, be equipped with grout entry and export on the grout hole, it has grout pipe and play thick liquid pipe to go up pre-buried in the prefab, grout pipe and play thick liquid pipe's one end respectively with grout entry and export intercommunication on the grout hole, the other end all runs through the prefab and extends to the upper prefab side, go up prefab and lower component in all pre-buried have vertical reinforcing bar, the vertical reinforcing bar that corresponds the grout hole on the lower component stretches into in the grout hole, and other vertical reinforcing bars correspond the welding with the vertical reinforcing bar of last prefab.
Further, the connecting piece comprises a vertical connecting steel plate fixed at the bottom end of the upper prefabricated member and a plurality of vertical bolts pre-buried in the lower member; the vertical free end of the vertical connecting steel plate is provided with a plurality of vertical bolt through holes matched with the vertical bolts.
Further, the width of the vertical connection steel plate is smaller than that of the upper prefabricated member, and the grouting holes of the upper prefabricated member are located on the outer side of the vertical connection steel plate.
Further, the upper end of the vertical connecting steel plate is connected with a reinforcing rib which freely extends to the upper prefabricated member.
Further, the bottom of the vertical bolt is anchored by an embedded anchor bar embedded in the lower member.
Further, the vertical connecting steel plates are respectively provided with a plurality of longitudinal bolt through holes which are used for being connected with the vertical connecting steel plates of the adjacent upper prefabricated members in a bolt mode along the two longitudinal ends of the upper prefabricated members.
Further, the two longitudinal ends of the upper prefabricated member are provided with post-pouring grooves, and the post-pouring grooves of the two adjacent upper prefabricated members which are spliced longitudinally are spliced to form a post-pouring channel.
Further, a longitudinal steel bar is arranged in the upper prefabricated member and extends into the post-pouring groove.
Further, the grouting pipe and the grout outlet pipe are obliquely arranged, the grout outlet pipe is located above the grouting pipe, and the position of the closed end of the grouting hole is higher than the installation position of the grout outlet pipe.
In addition, the invention also provides an assembled underground station, which comprises:
The system comprises a station bottom plate and two groups of lower side wall structures arranged on two sides of the station bottom plate, wherein each lower side wall structure comprises a plurality of lower side wall sections which are spliced in sequence along the longitudinal direction of the station;
the system comprises a station roof and two groups of upper side wall structures arranged on two sides of the station roof, wherein each upper side wall structure comprises a plurality of upper side wall sections which are spliced in sequence along the longitudinal direction of the station;
a plurality of prefabricated side walls; and each prefabricated side wall on each side is connected with each upper side wall section and each lower side wall section on the corresponding side to form a station side wall, and the connection between the prefabricated side wall and the upper side wall section and the connection between the prefabricated side wall and the lower side wall section adopt the grouting prefabricated member connection node structure.
Compared with the prior art, the invention has the beneficial effects that:
(1) The grouting prefabricated member connecting node structure provided by the invention is connected with the upper prefabricated member and the lower member through the connecting piece, and then concrete is poured through the grouting holes for connection, and meanwhile, the vertical steel bars of the lower member extend into the grouting holes, so that the structural strength and the structural integrity of the prefabricated member connecting node are improved, the assembly precision is high, the site construction efficiency is high, and the construction period can be effectively shortened.
(2) According to the invention, the prefabricated side wall and the adjacent peripheral side wall sections are connected by adopting the grouting prefabricated member connection node structure, so that the assembly construction of the underground station can be realized, the strength and construction quality of the station side wall connection node can be effectively improved, and the engineering quality and operation safety of the assembled underground station are ensured.
The present invention will be described in further detail with reference to the accompanying drawings.
Drawings
FIG. 1 is a schematic view of a grouting prefabricated member connecting node structure provided by an embodiment of the invention;
FIG. 2 is an exploded view of the grout preform connection node structure of FIG. 1;
FIG. 3 is a schematic transverse vertical section view of a grouting prefabricated part connecting node structure provided by an embodiment of the invention;
FIG. 4 is a cross-sectional view A-A of FIG. 3;
fig. 5 is a schematic structural diagram of an assembled underground station according to an embodiment of the present invention.
Reference numerals illustrate: 1. a top preform; 2. a connecting piece; 3. a lower member; 4. reinforcing ribs; 5. a slurry outlet pipe; 6. grouting pipes; 7. grouting holes; 8. a steel plate is vertically connected; 9. a vertical bolt; 10. embedding anchor bars; 11. vertical steel bars; 12. a longitudinal bolt; 13. post-pouring grooves; 14. longitudinal steel bars; 15. post-pouring channels; 16. a station bottom plate; 17. a lower sidewall segment; 18. prefabricating a side wall; 19. an upper sidewall segment; 20. a station roof.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the present invention and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention. In the description of the present invention, unless otherwise indicated, the meaning of "a plurality", "a number" or "a plurality" is two or more.
Example 1:
As shown in fig. 1 and 2, the present embodiment provides a grouting preform connection node structure including an upper preform 1, a lower member 3, and a connection member 2 connected between the upper preform 1 and the lower member 3; the upper prefabricated member 1 is provided with a grouting hole 7, one end of the grouting hole 7 is open, one end of the grouting hole is closed, the open end of the grouting hole 7 penetrates through the bottom end of the upper prefabricated member 1, the grouting hole 7 is provided with a grouting inlet and a grouting outlet, and specifically, the grouting hole 7 can be formed by embedding a grouting sleeve in the upper prefabricated member 1; a grouting pipe 6 and a grout outlet pipe 5 are embedded in the upper prefabricated member 1, one end of the grouting pipe 6 is communicated with a grouting inlet on a grouting hole 7, the other end of the grouting pipe penetrates through the upper prefabricated member 1 and extends to the side surface of the upper prefabricated member 1 to form a grouting channel inlet, and one end of the grout outlet pipe 5 is communicated with a grouting outlet on the grouting hole 7, and the other end of the grouting pipe penetrates through the upper prefabricated member 1 and extends to the side surface of the upper prefabricated member 1 to form a grouting channel outlet; the vertical steel bars 11 are pre-buried in the upper prefabricated member 1 and the lower member 3, in the connection process of the upper prefabricated member 1 and the lower member 3, the vertical steel bars 11 corresponding to the grouting holes 7 on the lower member 3 extend into the grouting holes 7, the structural strength and structural integrity of the joint are improved, the other vertical steel bars 11 extending upwards on the lower member 3 are correspondingly welded with the vertical steel bars 11 extending downwards on the upper prefabricated member 1, the structural strength and structural integrity of the joint can be further improved, and the steel bar welding structure is generally positioned at the station side of the upper prefabricated member 1 and the lower member 3 and is convenient to operate. After the connection between all the upper prefabricated members 1 and the lower members 3 is completed, concrete enters the joint between the upper prefabricated members 1 and the lower members 3 through the grouting pipe 6 and the grouting holes 7, so that the connection between the upper prefabricated members 1 and the joints of the lower members 3 is completed, and the structural strength and structural integrity of the joints are ensured.
The lower member 3 may be a prefabricated structural member or a formed cast-in-situ structural member, and the prefabrication process in the grouting prefabricated member connection node structure is a conventional technology, which is not described herein.
Further, grout pipe 6 and play thick liquid pipe 5 all slope arrangement, and go out thick liquid pipe 5 and be located the top of grout pipe 6, grout hole 7's blind end position is higher than go out thick liquid pipe 5 mounted position, stretch into grout hole 7's vertical reinforcing bar 11 tip on the lower component 3 and be located grout export top, after the grout is accomplished like this, grout hole 7 interior vertical reinforcing bar 11 runs through the concrete in the grout hole 7, has guaranteed the fastness that vertical reinforcing bar 11 is connected with grout hole 7.
As a specific embodiment, as shown in fig. 1 and 2, the connecting piece 2 includes a vertical connecting steel plate 8 fixed at the bottom end of the upper prefabricated member 1, and a plurality of vertical bolts 9 embedded in the lower member 3; the vertical free end of the vertical connecting steel plate 8 is provided with a plurality of vertical bolt through holes matched with the vertical bolts 9. When the connecting piece 2 is adopted to connect the upper prefabricated part 1 and the lower member 3, the vertical free end of the vertical connecting steel plate 8 is abutted against the lower member 3 and the vertical bolt through holes of the vertical connecting steel plate are opposite to the vertical bolts 9 one by one, and then the vertical connecting steel plate 8 is fixedly connected with the lower member 3 through nuts, so that the connection between the upper prefabricated part 1 and the lower member 3 is realized.
By adopting the assembly structure of the vertical connecting steel plate 8 and the vertical bolts 9, under the condition of meeting the strength and the stress performance of the assembly structure, the assembly construction between the upper prefabricated member 1 and the lower member 3 is facilitated, and the construction efficiency can be improved by screwing the vertical bolts 9 into the vertical bolt through holes through operating tools such as a manipulator and fixing the vertical bolts through nuts; meanwhile, the vertical bolt through holes on the vertical connecting steel plates 8 are aligned with the vertical bolts 9, so that the alignment precision between the upper prefabricated part 1 and the lower member 3 can be ensured, and the construction quality is improved.
Further, as concrete enters the connection node of the upper prefabricated member 1 and the lower member 3 through the grouting pipe 6-the grouting hole 7, the width of the vertical connection steel plate 8 is designed to be smaller than that of the upper prefabricated member 1 so as to reserve the opening position of the grouting hole 7, so that the grouting hole 7 of the upper prefabricated member 1 is positioned at the outer side of the vertical connection steel plate 8, when concrete is cast in place at the connection node of the upper prefabricated member 1 and the lower member 3, the vertical connection steel plate 8 and the concreting vertical steel bar 11 can be coated, and the binding force and the cooperative stress between the lower member 3 and the cast in place concrete are improved.
In order to improve the connection strength between the vertical connection steel plate 8 and the upper prefabricated part 1 and the lower member 3, further, a reinforcing rib 4 which freely extends to the upper prefabricated part 1 can be connected to the upper end of the vertical connection steel plate 8; the bottom of the vertical bolt 9 is anchored by an embedded anchor bar 10 embedded in the lower member 3.
In the longitudinal length range of the underground station (the longitudinal direction of the station is parallel to the longitudinal direction of the track), a plurality of grouting prefabricated member connecting node structures are adopted on each transverse side of the station for splicing so as to facilitate the production, transportation, storage and site construction of prefabricated members; in the structure of the connecting node of two adjacent grouting prefabricated parts, the two vertical connecting steel plates 8 are spliced, the two upper prefabricated parts 1 are spliced, the splicing structure can adopt a conventional tongue-and-groove type splicing structure, and in the embodiment, the following splicing structure is preferably adopted:
For the concatenation of two adjacent vertical connection steel plates 8, as shown in fig. 3, vertical connection steel plate 8 all is equipped with a plurality of vertical bolt through holes that are used for carrying out bolted connection with vertical connection steel plate 8 of adjacent prefabricated member 1 along last prefabricated member 1 vertical both ends, and vertical bolt through holes on the adjacent vertical connection steel plate 8 are just right one by one, and rethread vertical bolt 12 is connected fixedly, has effectively guaranteed the alignment precision of going up prefabricated member 1 longitudinal connection.
For the splicing of two adjacent upper prefabricated members 1, as shown in fig. 4, the two longitudinal ends of the upper prefabricated members 1 are respectively provided with a post-pouring groove 13, when the two upper prefabricated members 1 are spliced, the two post-pouring grooves 13 at the splicing node are spliced to form a post-pouring channel 15, and the post-pouring channel 15 can be a groove channel (the top opening is formed into a notch) or a hole channel; the cross section of the hole type post-pouring channel can be rectangular, round, hexagonal or octagonal, concrete can be poured between longitudinal joints of the connecting node structures of the adjacent grouting prefabricated members through the formed post-pouring channel 15, so that the connecting node structures of the two adjacent grouting prefabricated members can be connected, concrete is poured in the post-pouring channel 15, construction of cast-in-situ wet nodes between the two adjacent longitudinal prefabricated members 1 is finished, and the integrity of the side wall is improved.
Further, the longitudinal steel bars 14 are arranged in the upper prefabricated member 1, the longitudinal steel bars 14 extend into the post-pouring groove 13, and when the two upper prefabricated members 1 are longitudinally spliced, the longitudinal steel bars 14 in the post-pouring groove 13 are overlapped, so that the structural strength and the working reliability of the splicing joint of the upper prefabricated member 1 are improved.
The splicing structure can ensure reliable connection between adjacent plates, is convenient for construction, and ensures that the assembled underground station can meet the structural design requirement.
Example 2:
as shown in fig. 5, the present embodiment provides an assembled underground station, comprising:
The station comprises a station bottom plate 16 and two groups of lower side wall structures arranged on two sides of the station bottom plate 16, wherein each lower side wall structure comprises a plurality of lower side wall sections 17 which are spliced in sequence along the longitudinal direction of the station;
The station roof 20 and two groups of upper side wall structures arranged on two sides of the station roof 20, wherein the upper side wall structures comprise a plurality of upper side wall sections 19 which are spliced in sequence along the longitudinal direction of the station;
A plurality of prefabricated side walls 18; and each prefabricated side wall 18 on each side is connected with each upper side wall section 19 and each lower side wall section 17 on the corresponding side to form a station side wall, and the connection between the prefabricated side wall 18 and the upper side wall section 19 and the lower side wall section 17 adopts the grouting prefabricated member connection node structure.
Specifically, in the connection between the prefabricated side wall 18 and the upper side wall segment 19 and the lower side wall segment 17, the prefabricated side wall 18 may be the upper prefabricated member 1 in the above embodiment, the upper side wall segment 19 and the lower side wall segment 17 may be the lower member 3 in the above embodiment, the connection between the prefabricated side wall 18 and the upper side wall segment 19 and the lower side wall segment 17 may refer to the splicing scheme between the upper prefabricated member 1 and the lower member 3 in the above embodiment, and the longitudinal splicing of the plurality of prefabricated side walls 18 may refer to the splicing scheme between the upper prefabricated members 1 in the above embodiment, which is not repeated herein.
The foregoing examples are merely illustrative of the present invention and are not intended to limit the scope of the present invention, and all designs that are the same or similar to the present invention are within the scope of the present invention.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110305861.0A CN113026805B (en) | 2021-03-23 | 2021-03-23 | A grouting prefabricated component connection node structure and assembled underground station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110305861.0A CN113026805B (en) | 2021-03-23 | 2021-03-23 | A grouting prefabricated component connection node structure and assembled underground station |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113026805A CN113026805A (en) | 2021-06-25 |
| CN113026805B true CN113026805B (en) | 2024-11-12 |
Family
ID=76472947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110305861.0A Active CN113026805B (en) | 2021-03-23 | 2021-03-23 | A grouting prefabricated component connection node structure and assembled underground station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113026805B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215171B (en) * | 2021-12-21 | 2023-08-29 | 中铁第四勘察设计院集团有限公司 | Assembled structure slurry overflow connection node and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381926A (en) * | 2016-10-28 | 2017-02-08 | 湖南大学 | Detachable assembly type splicing node for reinforced concrete columns |
| CN208981531U (en) * | 2018-10-25 | 2019-06-14 | 浙江中南建设集团有限公司 | A kind of prefabricated assembled parapet connection structure |
| CN110318426A (en) * | 2019-08-07 | 2019-10-11 | 哈尔滨工业大学 | A kind of assembled Steel-concrete Composite subway station and assembly method |
| CN215442000U (en) * | 2021-03-23 | 2022-01-07 | 中铁第四勘察设计院集团有限公司 | Grouting prefabricated part connecting node structure and assembled underground station |
-
2021
- 2021-03-23 CN CN202110305861.0A patent/CN113026805B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381926A (en) * | 2016-10-28 | 2017-02-08 | 湖南大学 | Detachable assembly type splicing node for reinforced concrete columns |
| CN208981531U (en) * | 2018-10-25 | 2019-06-14 | 浙江中南建设集团有限公司 | A kind of prefabricated assembled parapet connection structure |
| CN110318426A (en) * | 2019-08-07 | 2019-10-11 | 哈尔滨工业大学 | A kind of assembled Steel-concrete Composite subway station and assembly method |
| CN215442000U (en) * | 2021-03-23 | 2022-01-07 | 中铁第四勘察设计院集团有限公司 | Grouting prefabricated part connecting node structure and assembled underground station |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113026805A (en) | 2021-06-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951870B (en) | Construction method of low-rise fully-assembled concrete shear wall structure system | |
| CN108729564A (en) | Assembled architecture system | |
| CN112144668A (en) | A new type of prefabricated steel-concrete composite joint with tenon plug connection | |
| CN113026805B (en) | A grouting prefabricated component connection node structure and assembled underground station | |
| CN110565510B (en) | Prefabricated assembled segmental pier structure and construction method thereof | |
| CN109853625B (en) | Integrated concrete comprehensive pipe gallery connected and assembled in mixed mode | |
| CN215483096U (en) | Prefabricated member longitudinal connection node, prefabricated side wall and assembled underground station | |
| CN215442000U (en) | Grouting prefabricated part connecting node structure and assembled underground station | |
| CN209723337U (en) | A prefabricated steel frame structure composite floor | |
| CN113585456A (en) | Precast concrete beam column connection node structure and construction method | |
| CN110080394B (en) | Connecting structure and connecting method of assembled prefabricated components | |
| CN215483076U (en) | Spring lock assembly, prefabricated part connecting node and assembled underground station | |
| CN215406709U (en) | Assembled structure of side wall | |
| CN113026804B (en) | A latch assembly, a prefabricated component connection node, and an assembled underground station | |
| CN215483077U (en) | Prefabricated angle plate and assembled underground station | |
| CN217078855U (en) | Full assembled underground pipe gallery constructs PEC integrated configuration with underground space altogether | |
| CN215926271U (en) | Precast concrete beam column connected node structure | |
| CN116733136A (en) | A fully assembled concrete shear wall vertical connection node (and construction method) | |
| CN113026806B (en) | Prefabricated arch angle plate and assembled underground station | |
| CN215406708U (en) | Prefabricated assembled structure and prefabricated assembled structure's connected node | |
| CN212389055U (en) | A prefabricated reinforcement component of a reinforced concrete column | |
| CN113026989A (en) | Assembled structure of side wall | |
| CN209975714U (en) | Assembled prefabricated component | |
| CN110863424B (en) | Vertical tenon and horizontal anchor splicing structure of pier and capping beam and construction method | |
| CN204112548U (en) | A kind of integrated form flooring module |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |