CN220100286U - Assembled shear wall board mounting structure - Google Patents

Assembled shear wall board mounting structure Download PDF

Info

Publication number
CN220100286U
CN220100286U CN202321639571.0U CN202321639571U CN220100286U CN 220100286 U CN220100286 U CN 220100286U CN 202321639571 U CN202321639571 U CN 202321639571U CN 220100286 U CN220100286 U CN 220100286U
Authority
CN
China
Prior art keywords
prefabricated wallboard
wallboard
mounting structure
prefabricated
wall panel
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
Application number
CN202321639571.0U
Other languages
Chinese (zh)
Inventor
辛敏秋
肖伟
吴汉流
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Tengmei Construction Engineering Co ltd
Original Assignee
Guangdong Tengmei Construction Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong Tengmei Construction Engineering Co ltd filed Critical Guangdong Tengmei Construction Engineering Co ltd
Priority to CN202321639571.0U priority Critical patent/CN220100286U/en
Application granted granted Critical
Publication of CN220100286U publication Critical patent/CN220100286U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

The utility model discloses an assembly type shear wallboard mounting structure, and relates to the field of assembly type building construction. The utility model provides an assembled shear force wallboard mounting structure, includes upper prefabricated wallboard and lower floor's prefabricated wallboard, and lower floor's prefabricated wallboard is connected with the strengthening rib, and the strengthening rib is connected with the steel sheet, and the holding tank has been seted up to the bottom correspondence of upper prefabricated wallboard, and the steel sheet corresponds to be placed in the holding tank, and the jack has been seted up at the middle part of steel sheet, and the bottom of upper prefabricated wallboard is provided with the fixed plate, and the fixed plate is connected with the inserted bar, and the inserted bar corresponds to be inserted the jack. The utility model has the advantages of convenient disassembly and assembly of the assembled shear wallboard and repeated utilization of the components.

Description

Assembled shear wall board mounting structure
Technical Field
The utility model relates to the field of assembly type building construction, in particular to an assembly type shear wallboard mounting structure.
Background
The assembled shear wall is a shear wall structure which is prefabricated and assembled in a factory and then installed on site, and consists of prefabricated concrete wallboards, connecting pieces and a supporting system. Compared with the mechanical construction mode of the cast-in-situ shear wall, the fabricated shear wall saves more energy materials and shortens the construction period, so that the fabricated shear wall occupies an important proportion in a prefabricated concrete structure system.
Vertical connection of the assembled shear wall plates is a key problem of an assembled shear wall structure, the vertical connection is required to ensure that the connection part can smoothly transfer stress, the connection function is exerted, and meanwhile, the connection part is required to have enough rigidity and good restoring force characteristics. The conventional vertical mounting structure of the assembled shear wallboard is usually formed by inserting reinforcing steel bars into a butt joint sleeve in a sleeve filling connection mode, then injecting high-strength grouting material, and firmly connecting the reinforcing steel bars and the butt joint sleeve after the grouting material is hardened, so that the connection between the assembled shear wallboards is realized.
The connection mode of adopting sleeve filling needs to be in site building concrete to the wallboard that has used can't dismouting, consequently can't carry out recycle again, causes the waste of structural component.
Disclosure of Invention
In order to facilitate assembly and disassembly of the assembled shear wallboard and recycle of components, the utility model provides an assembled shear wallboard mounting structure.
The utility model provides an assembly type shear wallboard mounting structure, which adopts the following technical scheme:
the utility model provides an assembled shear force wallboard mounting structure, includes upper prefabricated wallboard and lower floor's prefabricated wallboard, the prefabricated wallboard of lower floor is connected with the strengthening rib, the strengthening rib is connected with the steel sheet, the holding tank has been seted up to the bottom correspondence of upper prefabricated wallboard, the steel sheet correspond place in the holding tank, the jack has been seted up at the middle part of steel sheet, the bottom of upper prefabricated wallboard is provided with the fixed plate, the fixed plate is connected with the inserted bar, the inserted bar corresponds to be inserted the jack.
Through adopting above-mentioned technical scheme, when being connected upper prefabricated wallboard and lower floor's prefabricated wallboard, correspond the steel sheet and place in the holding tank, realize the preliminary fixed of upper prefabricated wallboard and lower floor's prefabricated wallboard, reinsert the inserted bar for the inserted bar passes the jack of steel sheet, carries out further fixation. And through taking out fixed plate and inserted bar, conveniently realize the split of upper strata prefabricated wallboard and lower floor's prefabricated wallboard, be favorable to component reuse.
Further, a placing groove is formed in one side of the upper-layer prefabricated wallboard, and the fixing plate is located in the placing groove and fixed with the side wall of the placing groove through a locking bolt.
Through adopting above-mentioned technical scheme, put the fixed plate in the standing groove to make the surface of fixed plate keep the parallel and level with the lateral wall of upper prefabricated wallboard, can not hinder the horizontal concatenation of upper prefabricated wallboard, realize the fixed plate and the detachable of upper prefabricated wallboard through locking bolted connection and fix.
Further, the side wall of the placement groove is provided with an insertion hole in an extending mode, the insertion hole is communicated with the containing groove, and the insertion rod is located in the insertion hole.
Through adopting above-mentioned technical scheme, the setting of patchhole provides the space of placing for the inserted bar, and the jack of convenient patchhole inserted steel sheet.
Further, the lower-layer prefabricated wallboard is provided with an annular edge, the upper-layer prefabricated wallboard is provided with an annular groove, and the annular edge is arranged in the annular groove.
By adopting the technical scheme, the annular edge and the annular groove are inserted, so that the connection between the upper prefabricated wallboard and the lower prefabricated wallboard is further enhanced.
Further, rings are connected to two sides of the top end of the lower-layer prefabricated wallboard, mounting grooves are formed in two sides of the upper-layer prefabricated wallboard, and the rings are located in the mounting grooves.
Through adopting above-mentioned technical scheme, the hoist and mount to the prefabricated wallboard of lower floor have been made things convenient for in the setting of rings, and the standing groove provides the space that rings were placed.
Further, one end of the reinforcing rib is welded with the steel plate, and one end, far away from the steel plate, of the reinforcing rib is provided with threads.
By adopting the technical scheme, the screw thread increases the stability of the steel plate, so that the connection is more stable.
Further, the upper layer prefabricated wallboard and the two sides of the lower layer prefabricated wallboard are respectively provided with a horizontal connecting block, and the horizontal connecting blocks are fixed on the upper layer prefabricated wallboard or the lower layer prefabricated wallboard through mounting bolts.
Through adopting above-mentioned technical scheme, the horizontal connecting block can dismantle and connect in upper strata prefabricated wallboard or lower floor's prefabricated wallboard to make things convenient for the horizontal concatenation.
Further, a threaded hole is formed in one side of the horizontal connecting block, the threaded hole is used for being in threaded connection with a screw, and the upper prefabricated wallboard or the lower prefabricated wallboard are spliced through the horizontal connecting block.
By adopting the technical scheme, the screw is arranged in a penetrating way together with the adjacent horizontal connecting blocks, so that the splicing of the upper-layer prefabricated wallboard or the lower-layer prefabricated wallboard is realized.
In summary, the utility model has at least one of the following beneficial effects:
1. when connecting upper prefabricated wallboard and lower floor's prefabricated wallboard, correspond the steel sheet and place in the holding tank, realize the preliminary fixed of upper prefabricated wallboard and lower floor's prefabricated wallboard, insert the inserted bar again for the inserted bar passes the jack of steel sheet, carries out further fixation. And through taking out fixed plate and inserted bar, conveniently realize the split of upper strata prefabricated wallboard and lower floor's prefabricated wallboard, be favorable to component reuse.
2. The fixing plate is placed in the placing groove, so that the surface of the fixing plate is kept flush with the side wall of the upper-layer prefabricated wallboard, horizontal splicing of the upper-layer prefabricated wallboard is not hindered, the inserting holes are formed to provide placing space for the inserting rods, and insertion holes for inserting steel plates are convenient.
Drawings
FIG. 1 is a schematic view of a vertical connection structure of an upper prefabricated wall panel and a lower prefabricated wall panel according to an embodiment of the present utility model;
FIG. 2 is a schematic view of an upper prefabricated wall panel according to an embodiment of the present utility model;
FIG. 3 is a schematic cross-sectional view of an embodiment of the present utility model of an underlying prefabricated wall panel;
fig. 4 is a schematic view of a horizontal connection structure of two lower prefabricated wall panels according to an embodiment of the present utility model.
Reference numerals illustrate: 1. an upper layer prefabricated wallboard; 11. a lower prefabricated wallboard; 2. reinforcing ribs; 21. a thread; 22. a steel plate; 23. a jack; 3. a receiving groove; 31. a placement groove; 32. a fixing plate; 33. a rod; 34. a locking bolt; 4. an annular edge; 41. an annular groove; 5. a hanging ring; 51. a mounting groove; 6. a horizontal connecting block; 61. installing a bolt; 62. a threaded hole; 63. a screw;
Detailed Description
The utility model is described in further detail below with reference to fig. 1-4.
The embodiment of the utility model discloses an assembly type shear wallboard mounting structure. Referring to fig. 1, an assembled shear wall panel mounting structure includes an upper layer prefabricated wall panel 1 and a lower layer prefabricated wall panel 11, the upper layer prefabricated wall panel 1 and the lower layer prefabricated wall panel 11 are concrete members, an annular edge 4 is arranged at the top end of the lower layer prefabricated wall panel 11, an annular groove 41 is formed in the bottom of the upper layer prefabricated wall panel 1, and when the upper layer prefabricated wall panel 1 and the lower layer prefabricated wall panel 11 are connected, the annular edge 4 is arranged in the annular groove 41, so that preliminary fixation between the upper layer prefabricated wall panel 1 and the lower layer prefabricated wall panel 11 is realized.
Referring to fig. 2 and 3, an opening is formed in the top end of the lower prefabricated wall panel 11, the lower prefabricated wall panel 11 is connected with a reinforcing rib 2 through the opening, threads 21 are formed in one end, close to the lower prefabricated wall panel 11, of the reinforcing rib 2, and stability of installation of the reinforcing rib 2 is enhanced through the threads 21. One end of the reinforcing rib 2, which is far away from the lower-layer prefabricated wall panel 11, is connected with a steel plate 22, the steel plate 22 is fixedly welded with the lower-layer prefabricated wall panel 11, and a plurality of steel plates 22 are arranged in the annular edge 4. The holding tank 3 has been seted up to upper strata prefabricated wallboard 1, and holding tank 3 is used for holding steel sheet 22, and when upper strata prefabricated wallboard 1 and lower floor's prefabricated wallboard 11 are connected, aligns the steel sheet 22 and places in holding tank 3, realizes the connection between upper strata prefabricated wallboard 1 and the lower floor's prefabricated wallboard 11 and fixes.
The standing groove 31 has been seted up to one side of upper strata prefabricated wallboard 1, and standing groove 31 sets up to the rectangle frame, and the slot 31's lateral wall has been seted up along the slot that extends of upper strata prefabricated steel sheet 22, and the slot communicates each other with holding tank 3, and upper strata prefabricated wallboard 1 is connected with fixed plate 32, and fixed plate 32 is connected with inserted bar 33 to fixed plate 32 places in standing groove 31, and inserted bar 33 inserts in the slot. The side wall common screw thread 21 of fixed plate 32 and standing groove 31 is connected with locking bolt 34, realizes the detachable connection of fixed plate 32 and upper prefabricated wallboard 1 through locking bolt 34 to take out fixed plate 32 and inserted bar 33, can realize the split of upper prefabricated wallboard 1 and lower prefabricated wallboard 11, be favorable to the reuse of component.
The jack 23 has been seted up at the steel sheet 22 middle part, and when steel sheet 22 was placed in holding tank 3, inserted bar 33 was to inserting in jack 23, realized the further fixation of upper strata prefabricated wallboard 1 and lower floor's prefabricated wallboard 11.
Hanging rings 5 are arranged on two sides of the top end of the lower-layer prefabricated wallboard 11, the lower-layer prefabricated wallboard 11 is conveniently hoisted through the hanging rings 5, the two corresponding sides of the bottom of the upper-layer prefabricated wallboard 1 are provided with mounting grooves 51, and the hanging rings 5 are arranged in the mounting grooves 51.
Referring to fig. 2 and 4, both sides of the upper-layer prefabricated wall panel 1 and the lower-layer prefabricated wall panel 11 are provided with horizontal connection blocks 6, horizontal connection between a plurality of upper-layer prefabricated wall panels 1 or a plurality of lower-layer prefabricated wall panels 11 is realized through the horizontal connection blocks, a threaded 21 hole is formed in the middle of each horizontal connection block 6, and a screw 63 is connected with common threads 21 between adjacent horizontal connection blocks 6 so as to realize connection between the horizontal connection blocks 6. The horizontal connecting block 6 is connected to the upper prefabricated wall panel 1 and the lower prefabricated wall panel 11 through the mounting bolts 61 in a threaded mode, and detachable connection is achieved.
The implementation principle of the assembly type shear wall mounting structure provided by the embodiment of the utility model is as follows: lifting the upper prefabricated wall panel 1 through the lifting ring 5, placing the upper prefabricated wall panel 11 in alignment with the lower prefabricated wall panel 11, enabling the annular edge 4 to enter the annular groove 41, enabling the lifting ring 5 of the lower prefabricated wall panel 11 to enter the mounting groove 51, enabling the steel plate 22 to correspondingly enter the accommodating groove 3, inserting the fixing plate 32 and the inserting rod 33 into the mounting groove 31, enabling the inserting rod 33 to enter along the inserting hole and be inserted into the inserting hole 23, further locking the steel plate 22, and enabling the fixing plate 32 to be connected with the mounting groove 31 through the locking bolt 34, so that vertical connection of the upper prefabricated wall panel 1 and the lower prefabricated wall panel 11 is achieved; the horizontal connection of the upper prefabricated wall plate 1 or the lower prefabricated wall plate 11 is realized by commonly connecting the screw rods 63 through the horizontal connection blocks 6 of the adjacent upper prefabricated wall plate 1 or the lower prefabricated wall plate 11, so that the installation of the fabricated shear wall is realized.
The present embodiment is only for explanation of the present utility model and is not to be construed as limiting the present utility model, and modifications to the present embodiment, which may not creatively contribute to the present utility model as required by those skilled in the art after reading the present specification, are all protected by patent laws within the scope of claims of the present utility model.

Claims (8)

1. The utility model provides an assembled shear force wallboard mounting structure, includes upper prefabricated wallboard (1) and lower floor's prefabricated wallboard (11), its characterized in that: the utility model discloses a prefabricated wallboard of lower floor (11) is connected with strengthening rib (2), strengthening rib (2) are connected with steel sheet (22), holding tank (3) have been seted up to the bottom of upper prefabricated wallboard (1) correspondence, steel sheet (22) correspond place in holding tank (3), jack (23) have been seted up at the middle part of steel sheet (22), the bottom of upper prefabricated wallboard (1) is provided with fixed plate (32), fixed plate (32) are connected with inserted bar (33), inserted bar (33) correspond to insert jack (23).
2. The fabricated shear wall panel mounting structure of claim 1, wherein: a placing groove (31) is formed in one side of the upper prefabricated wallboard (1), and the fixing plate (32) is located in the placing groove (31) and is fixed with the side wall of the placing groove (31) through a locking bolt (34).
3. The fabricated shear wall panel mounting structure of claim 2, wherein: the side wall of the placing groove (31) is provided with an inserting hole in an extending mode, the inserting hole is communicated with the containing groove (3), and the inserting rod (33) is located in the inserting hole.
4. The fabricated shear wall panel mounting structure of claim 1, wherein: the lower-layer prefabricated wallboard (11) is provided with an annular edge (4), the upper-layer prefabricated wallboard (1) is provided with an annular groove (41), and the annular edge (4) is placed in the annular groove (41).
5. The fabricated shear wall panel mounting structure according to claim 4, wherein: hanging rings (5) are connected to two sides of the top end of the lower-layer prefabricated wallboard (11), mounting grooves (51) are formed in two sides of the upper-layer prefabricated wallboard (1), and the hanging rings (5) are located in the mounting grooves (51).
6. The fabricated shear wall panel mounting structure of claim 1, wherein: one end of each reinforcing rib (2) is welded with the corresponding steel plate (22), and threads (21) are arranged at one end, away from the corresponding steel plate (22), of each reinforcing rib (2).
7. The fabricated shear wall panel mounting structure of claim 1, wherein: the prefabricated wallboard of upper strata (1) with the both sides of prefabricated wallboard of lower floor (11) all are provided with horizontal connecting block (6), horizontal connecting block (6) are fixed in through mounting bolt (61) prefabricated wallboard of upper strata (1) or prefabricated wallboard of lower floor (11).
8. The fabricated shear wall panel mounting structure according to claim 7, wherein: screw thread (21) holes are formed in one side of the horizontal connecting block (6), the screw thread (21) holes are used for being connected with screw rods (63) through screw threads (21), and the upper prefabricated wall plates (1) or the lower prefabricated wall plates (11) are spliced through the horizontal connecting block (6).
CN202321639571.0U 2023-06-26 2023-06-26 Assembled shear wall board mounting structure Active CN220100286U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321639571.0U CN220100286U (en) 2023-06-26 2023-06-26 Assembled shear wall board mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321639571.0U CN220100286U (en) 2023-06-26 2023-06-26 Assembled shear wall board mounting structure

Publications (1)

Publication Number Publication Date
CN220100286U true CN220100286U (en) 2023-11-28

Family

ID=88881871

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321639571.0U Active CN220100286U (en) 2023-06-26 2023-06-26 Assembled shear wall board mounting structure

Country Status (1)

Country Link
CN (1) CN220100286U (en)

Similar Documents

Publication Publication Date Title
CN220100286U (en) Assembled shear wall board mounting structure
KR20110029454A (en) Reinforcing structure
CN111794421B (en) Prefabricated concrete floor assembling method
CN113482007A (en) Waist beam supporting structure and construction method thereof
CN116145986A (en) Method for adding modular elevator to existing building
CN114575495B (en) Building wall structure
CN214995080U (en) Anti-crack and anti-deformation concrete floor
CN214061677U (en) Prefabricated reinforced concrete basis that can splice
CN116122426A (en) Connecting system for modularized elevator and existing building
CN214460446U (en) A reinforced structure for SMW worker method stake support system
CN215630682U (en) Dry type connecting piece of prefabricated member and connecting joint of prefabricated member
CN214834809U (en) Template drilling-free clamp
CN212316994U (en) Assembled combination octagonal cable shaft
CN212427662U (en) Partition plate's installation clamping device
CN211037527U (en) Take vertical connected node structure of floor is assembled to full assembled of hidden beam
CN109057318B (en) Assembly type building template system and wall body module
CN115404992B (en) Modularized building
CN217027671U (en) Connecting structure of precast beam and floor support plate
CN112227407B (en) Connecting system and connecting method for prefabricated superposed foundation and prefabricated concrete column
CN112227752B (en) Precast shear wall reinforced structure
CN216713466U (en) Shear force wall prefabricated interior wallboard hybrid connection structure
CN212052779U (en) Concrete supporting structure
CN218405818U (en) Upper and lower connected node of modularization concrete structure
CN220100839U (en) Stable assembled steel construction factory building
CN218911734U (en) Prefabricated balcony that dry process is connected

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant