CN220978951U - Superimposed sheet braced system - Google Patents

Superimposed sheet braced system Download PDF

Info

Publication number
CN220978951U
CN220978951U CN202322866660.5U CN202322866660U CN220978951U CN 220978951 U CN220978951 U CN 220978951U CN 202322866660 U CN202322866660 U CN 202322866660U CN 220978951 U CN220978951 U CN 220978951U
Authority
CN
China
Prior art keywords
superimposed sheet
pouring
support system
sheet support
connecting part
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
CN202322866660.5U
Other languages
Chinese (zh)
Inventor
钟立博
靳小飞
严晗
葛红云
张松甫
刘聪
张胜超
王羽
孙朝
张邦旭
路立娜
周若汐
黄炜
曾庆荷
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.)
China Railway Construction Engineering Group Co Ltd
Original Assignee
China Railway Construction Engineering Group 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 China Railway Construction Engineering Group Co Ltd filed Critical China Railway Construction Engineering Group Co Ltd
Priority to CN202322866660.5U priority Critical patent/CN220978951U/en
Application granted granted Critical
Publication of CN220978951U publication Critical patent/CN220978951U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

The utility model relates to a superimposed sheet supporting system, comprising an internal corner reinforcement arranged at the internal corners of superimposed sheets and side walls; the internal corner reinforcing piece is continuously bent to form a first connecting part, a supporting part and a second connecting part; the first connecting portion is connected with the side wall, the supporting portion is supported below the laminated plate, the second connecting portion is connected with the I-beam, and the I-beam is supported below the laminated plate. The utility model adopts the internal corner reinforcement to support the laminated slab, directly fixes the internal corner reinforcement on the side wall, greatly reduces the workload and improves the trafficability below the laminated slab.

Description

Superimposed sheet braced system
Technical Field
The application relates to the technical field of assembled buildings, in particular to a superimposed sheet supporting system.
Background
With the vigorous development of assembly type construction technology, concrete superimposed sheets are widely used as horizontal members in assembly structures. However, in the conventional practice, a large number of vertical supports are required to be arranged below the laminated slab, so that the defects of large construction amount, difficult personnel passing and the like exist.
Disclosure of utility model
Based on the above, it is necessary to provide a laminated slab supporting system, and the specific technical scheme is as follows.
A superimposed sheet support system includes an inside corner reinforcement disposed at the inside corners of the superimposed sheet and the side walls; the internal corner reinforcing piece is continuously bent to form a first connecting part, a supporting part and a second connecting part; the first connecting portion is connected with the side wall, the supporting portion is supported below the laminated plate, the second connecting portion is connected with the I-beam, and the I-beam is supported below the laminated plate.
Further, the internal corner reinforcement further comprises a bearing part bent along the edge of the first connecting part; the bearing part, the first connecting part, the supporting part and the second connecting part surround to form a filling area; and the filling area is filled with reinforcing blocks.
Furthermore, the side wall is a cast-in-situ wall, and a pouring template is arranged on the side surface of the cast-in-situ wall; the pouring template comprises a pouring inner die, a pouring outer die and a first pair of pull screws for connecting the pouring inner die and the pouring outer die; the first opposite-pulling screw rod passes through the first connecting part and then fixes the first connecting part on the pouring internal mold.
Further, a plurality of vertical keels are arranged on the side face of the pouring internal mold; the bearing part extends along the through direction of the internal corner; the number of the first connecting parts is multiple, the first connecting parts are arranged at intervals, and vertical keels are accommodated between the adjacent first connecting parts to penetrate through; the vertical keels are connected with the reinforcing blocks.
Further, the side wall is a prefabricated wall, and the first connecting part is fixed on the prefabricated wall through a second pair of pull screws.
Further, the device also comprises a triangular support piece; the triangular support piece comprises two diagonal braces and a horizontal brace; the first ends of the two diagonal braces are respectively connected with the side walls on two sides, and the second ends of the two diagonal braces are respectively connected below the I-beam; the two ends of the horizontal stay bar are respectively connected with the first ends of the two diagonal stay bars, so that the two diagonal stay bars and the horizontal stay bar are surrounded to form a triangle shape.
The beneficial effects are that:
According to the superimposed sheet supporting system provided by the utility model, the internal corner reinforcing piece is used for supporting the superimposed sheet, and the internal corner reinforcing piece is directly fixed on the side wall, so that the workload is greatly reduced, and the trafficability below the superimposed sheet is improved.
2. According to the superimposed sheet supporting system provided by the utility model, the triangular supporting piece is added to support the superimposed sheet, so that the supporting capability of the supporting system is improved, and meanwhile, the trafficability below the superimposed sheet is ensured.
Drawings
In order to more clearly illustrate the embodiments of the application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a portion of the superimposed sheet support system of example 1;
FIG. 2 is a schematic view showing the structure of the inside corner reinforcing member in embodiment 1;
FIG. 3 is a schematic view of a portion of the superimposed sheet support system of example 2;
FIG. 4 is an overall schematic of the support system in example 3.
Reference numerals illustrate: 1. a reentrant corner stiffener; 2. cast-in-situ wall; 3. prefabricating a wall; 4. a triangular support; 5. superimposed sheets; 6. an I-beam; 7. a side wall;
11. A carrying part; 12. a first connection portion; 13. a support part; 14. a second connecting portion; 15. a reinforcing block;
21. Pouring an inner mold; 22. a first pair of pull screws; 23. a vertical keel; 24. vertical back edges;
31. a second pair of pull screws;
41. A diagonal brace; 42. horizontal stay bars.
Detailed Description
In order that the above objects, features and advantages of the application will be readily understood, a more particular description of the application will be rendered by reference to the appended drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present application. The present application may be embodied in many other forms than described herein and similarly modified by those skilled in the art without departing from the spirit of the application, whereby the application is not limited to the specific embodiments disclosed below.
In the description of the present application, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present application and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present application.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present application, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present application, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present application, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be the first and second features in direct contact, or the first and second features in indirect contact via an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
It will be understood that when an element is referred to as being "fixed" or "disposed" on another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "upper," "lower," "left," "right," and the like are used herein for illustrative purposes only and are not meant to be the only embodiment.
Example 1
The embodiment provides a superimposed sheet support system, which comprises an internal corner reinforcement 1; the inside corner reinforcement 1 is arranged at the inside corner of the laminated slab 5 and the side wall 7. It should be noted that, the superimposed sheet supporting system provided in this embodiment is used in a structure in which the side wall 7 is a cast-in-situ wall 2.
Referring to fig. 1, the inside corner reinforcement 1 is continuously bent to form a bearing part 11, a first connection part 12, a support part 13 and a second connection part 14, and each bent corner of the inside corner reinforcement 1 is a right angle. Because the side wall 7 is the cast-in-situ wall 2, the cast-in-situ wall 2 is provided with the cast-in-situ mold 21 on the inner side and the cast-in-situ mold on the outer side, and the cast-in-situ mold 21 and the cast-in-situ mold are fixed through the first pair of pull screws 22. The first pair of pull screws 22 pass through the first connecting portion 12 and then fix the first connecting portion 12 to the casting inner die 21. The support portion 13 is attached to the bottom of the laminated plate 5 and is supported below the laminated plate 5. The second connecting portion 14 is connected with the i-beams 6, and the i-beams 6 are arranged below the laminated slab 5 in the direction of the passing direction of the internal corners to support the laminated slab 5.
According to the superimposed sheet supporting system provided by the embodiment, the internal corner reinforcing piece 1 is adopted to support the superimposed sheet 5, the internal corner reinforcing piece 1 is directly fixed on the pouring internal mold 21 of the cast-in-situ wall 2, and two sides of the superimposed sheet 5 are respectively supported; and the two ends of the I-beam 6 are respectively connected with the internal corner reinforcements 1 at the internal corners of the two sides, so that the I-beam 6 is fixed, and the I-beam 6 supports the laminated slab 5, thereby improving the supporting effect. The support system is simple in structure, a large number of vertical supports are not required to be arranged, a large number of mounting structures are not required to be arranged for the internal corner reinforcing piece 1, workload is greatly reduced, and the trafficability below the laminated plate 5 is improved.
As a further modification of the present embodiment, referring to fig. 1 and 2, the carrying portion 11, the first connecting portion 12, the supporting portion 13, and the second connecting portion 14 are formed around a filling area; the filling area is filled with the reinforcing blocks 15, the structure of the internal corner reinforcing piece 1 is reinforced, and the supporting effect on the laminated plate 5 is improved. Specifically, a plurality of vertical keels 23 are arranged on the side surface of the pouring internal mold 21; the bearing part 11 extends along the through direction of the internal corner; the number of the first connecting parts 12 is a plurality, the plurality of first connecting parts 12 are arranged at intervals, and vertical keels 23 penetrate through the space between the adjacent first connecting parts 12; the vertical keels 23 are connected with the reinforcing blocks 15 by bolts.
Example 2
The embodiment provides a superimposed sheet support system, which comprises an internal corner reinforcement 1; the inside corner reinforcement 1 is arranged at the inside corner of the laminated slab 5 and the side wall 7. It should be noted that, the superimposed sheet supporting system provided in this embodiment is used in a structure in which the side wall 7 is a prefabricated wall 3.
Referring to fig. 1, the inside corner reinforcement 1 is continuously bent to form a bearing part 11, a first connection part 12, a support part 13 and a second connection part 14, and each bent corner of the inside corner reinforcement 1 is a right angle. Since the side wall 7 is the prefabricated wall 3, there is no formwork structure, the second split screws 31 are directly used to pass through the prefabricated wall 3 and the first connection parts 12 of the reentrant corner reinforcements 1 on both sides of the prefabricated wall 3, thereby fixing the first connection parts 12 on the threshold wall. The support portion 13 is attached to the bottom of the laminated plate 5 and is supported below the laminated plate 5. The second connecting portion 14 is connected with the i-beams 6, and the i-beams 6 are arranged below the laminated slab 5 in the direction of the passing direction of the internal corners to support the laminated slab 5.
According to the superimposed sheet supporting system provided by the embodiment, the internal corner reinforcing piece 1 is adopted to support the superimposed sheet 5, the internal corner reinforcing piece 1 is directly fixed on the prefabricated wall 3, and two sides of the superimposed sheet 5 are respectively supported; and the two ends of the I-beam 6 are respectively connected with the internal corner reinforcements 1 at the internal corners of the two sides, so that the I-beam 6 is fixed, and the I-beam 6 supports the laminated slab 5, thereby improving the supporting effect. The support system is simple in structure, a large number of vertical supports are not required to be arranged, a large number of mounting structures are not required to be arranged for the internal corner reinforcing piece 1, workload is greatly reduced, and the trafficability below the laminated plate 5 is improved.
Example 3
This embodiment provides a superimposed sheet support system comprising the structure described in embodiment 1 or 2, and a triangular support 4. Which is used for further supporting the superimposed sheet 5 by means of the triangular supports 4 when the inside corner reinforcements 1 are insufficient to support the superimposed sheet 5.
Specifically, referring to fig. 4, the triangular support 4 includes two diagonal rods and a horizontal brace rod 42, wherein first ends of the two diagonal rods 41 are respectively connected with the side walls 7 on two sides, and second ends of the two diagonal rods 41 are respectively connected below the i-beam 6; the two ends of the horizontal stay bar 42 are respectively connected with the first ends of the two diagonal stay bars 41, so that the two diagonal stay bars 41 and the horizontal stay bar 42 are wound into a triangular shape.
When the side wall 7 is the cast-in-situ wall 2, the vertical back edge 24 is fixed on the pouring internal mold 21, and the diagonal rods and the horizontal stay rods 42 are fixed on the vertical back edge 24. When the side wall 7 is the prefabricated wall 3, the diagonal rods and the horizontal stay rods 42 are fixed on the wall body of the prefabricated wall 3.
According to the superimposed sheet supporting system provided by the embodiment, the triangular supporting piece 4 is added to support the superimposed sheet 5, so that the supporting capacity of the supporting system is improved, and meanwhile, the trafficability below the superimposed sheet 5 is guaranteed.
The technical features of the above-described embodiments may be arbitrarily combined, and all possible combinations of the technical features in the above-described embodiments are not described for brevity of description, however, as long as there is no contradiction between the combinations of the technical features, they should be considered as the scope of the description.
The above examples illustrate only a few embodiments of the application, which are described in detail and are not to be construed as limiting the scope of the claims. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the application, which are all within the scope of the application. Accordingly, the scope of protection of the present application is to be determined by the appended claims.

Claims (6)

1. A superimposed sheet support system comprising reentrant corner reinforcements disposed at reentrant corners of superimposed sheets and sidewalls; the internal corner reinforcing piece is continuously bent to form a first connecting part, a supporting part and a second connecting part; the first connecting portion is connected with the side wall, the supporting portion is supported below the laminated plate, the second connecting portion is connected with the I-beam, and the I-beam is supported below the laminated plate.
2. The superimposed sheet support system of claim 1 wherein said female corner reinforcement member further includes a carrier portion bent along a first connecting portion edge; the bearing part, the first connecting part, the supporting part and the second connecting part surround to form a filling area; and the filling area is filled with reinforcing blocks.
3. The superimposed sheet support system of claim 2 wherein the side walls are cast-in-place walls having casting forms mounted on the sides thereof; the pouring template comprises a pouring inner die, a pouring outer die and a first pair of pull screws for connecting the pouring inner die and the pouring outer die; the first opposite-pulling screw rod passes through the first connecting part and then fixes the first connecting part on the pouring internal mold.
4. A superimposed sheet support system according to claim 3, wherein the side faces of the casting inner mould are provided with a plurality of vertical keels; the bearing part extends along the through direction of the internal corner; the number of the first connecting parts is multiple, the first connecting parts are arranged at intervals, and vertical keels are accommodated between the adjacent first connecting parts to penetrate through; the vertical keels are connected with the reinforcing blocks.
5. The superimposed sheet support system of claim 1 wherein the side walls are prefabricated walls and the first connecting portion is secured to the prefabricated walls by a second pair of pull screws.
6. A superimposed sheet support system according to any one of claims 1-5, further comprising triangular supports; the triangular support piece comprises two diagonal braces and a horizontal brace; the first ends of the two diagonal braces are respectively connected with the side walls on two sides, and the second ends of the two diagonal braces are respectively connected below the I-beam; the two ends of the horizontal stay bar are respectively connected with the first ends of the two diagonal stay bars, so that the two diagonal stay bars and the horizontal stay bar are surrounded to form a triangle shape.
CN202322866660.5U 2023-10-25 2023-10-25 Superimposed sheet braced system Active CN220978951U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322866660.5U CN220978951U (en) 2023-10-25 2023-10-25 Superimposed sheet braced system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322866660.5U CN220978951U (en) 2023-10-25 2023-10-25 Superimposed sheet braced system

Publications (1)

Publication Number Publication Date
CN220978951U true CN220978951U (en) 2024-05-17

Family

ID=91063156

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322866660.5U Active CN220978951U (en) 2023-10-25 2023-10-25 Superimposed sheet braced system

Country Status (1)

Country Link
CN (1) CN220978951U (en)

Similar Documents

Publication Publication Date Title
CN220978951U (en) Superimposed sheet braced system
KR102204901B1 (en) Shear wall reinforced with steel plate
CN217500782U (en) Light prefabricated sandwich wall and mould
CN216587246U (en) Prefabricated part of toilet floor
CN214090468U (en) Assembly type building self-contained shear wall
CN110761176B (en) Horizontal stop device of adjacent beam-ends of bridge
CN101100881B (en) Local type steel concrete multi-ribbed flat beam building cover
CN211900635U (en) Modular inverted arch design steel form
CN217557275U (en) Wall structure
CN210067177U (en) Cast-in-situ hollow floor metal core mold for building
CN219280940U (en) Connection structure of prefabricated template of civil structure
CN104831919B (en) Support system for prefabricating and integral casting crosswise floor structure
CN220246654U (en) Assembled single column pier
CN220451429U (en) Post-pouring strip supporting template
CN218116803U (en) Floor post-cast strip structure with steel bar truss
CN215167028U (en) Plate-net combined cavity internal mold device
CN219043961U (en) Prefabricated component template reinforcing tool, reinforcing structure and mold combined structure
CN214658861U (en) Connecting and positioning piece between two foam plates for foam module
CN214785192U (en) Metal composite net weight reduction box for floor slab
CN214364409U (en) Compound doubly-linked roof beam with anti-seismic performance
CN213774494U (en) Assembly box for assembled net beam floor system
CN220247360U (en) Concrete precast slab
CN220768178U (en) Post-pouring belt structure
CN116005950A (en) Template supporting structure and building pouring structure
CN220469242U (en) Module building Liang Moke and concrete beam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant