CN219060600U

CN219060600U - Wall clamping beam structure

Info

Publication number: CN219060600U
Application number: CN202221438897.2U
Authority: CN
Inventors: 符帅; 陈昭行; 刘旋; 陈浅然
Original assignee: Guangdong Jianke Construction Engineering Technology Development Co ltd
Current assignee: Guangdong Jianke Construction Engineering Technology Development Co ltd
Priority date: 2022-06-09
Filing date: 2022-06-09
Publication date: 2023-05-23
Anticipated expiration: 2032-06-09

Abstract

The utility model relates to a building roof beam body technical field especially relates to a press from both sides wall beam structure, including demolishs the former wall body of reserving on the floor, former wall body periphery has pressed from both sides the wall beam body through concrete placement, has built-in stirrups in the press from both sides the wall beam body, and former wall body periphery is located to the stirrup frame, and stirrup top hanging support sets up in the floor. The wall clamping beam body and the stirrups can form the wall clamping beam, can support and reinforce the original wall body and the upper structure, and reduce the risk that the original wall body and the upper structure are not suitable for bearing.

Description

Wall clamping beam structure

Technical Field

The application relates to the technical field of building beam bodies, in particular to a wall clamping beam structure.

Background

In masonry structures, in order to achieve connectivity of the interior space, one typically chooses to dismantle the wall used to partition the space, so that the spaces on both sides of the partition wall can form an integral communication space.

However, when the wall is removed, the structural load bearing capacity above the original wall is weakened, or displacement or deformation unsuitable for load bearing occurs. Thus, further improvements can be made.

Disclosure of Invention

In order to reduce the risk that the original wall body and the upper structure are not suitable for bearing conditions, the application provides a wall clamping beam structure.

The application provides a double-layered wall roof beam structure adopts following technical scheme:

the utility model provides a press from both sides wall roof beam structure, includes the former wall body of being demolishd and reserving on the floor, former wall body periphery has pressed from both sides the wall roof beam body through concrete placement, it has the stirrup to press from both sides the internal stirrup that has of wall roof beam, the stirrup frame is located former wall body periphery, just stirrup top suspension strut sets up in the floor.

Through adopting above-mentioned technical scheme, after pouring this double-layered wall beam structure, double-layered wall beam body and stirrup can form the double-layered wall beam, can support reinforcing to former wall body and upper portion structure, reduce former wall body and upper portion structure and take place the risk that is not suitable for the bearing condition.

Optionally, the stirrup comprises a plurality of stirrup monomers, a plurality of gluten and a plurality of bottom gluten; the stirrup monomers are arranged on the periphery of the original wall body along the length direction of the original wall body in a framing manner, and the top of each stirrup monomer is hung and supported in the floor board; the gluten is arranged at the top of the gluten, and the gluten is supported and arranged in the floor board; each gluten is connected with the tops of the stirrup monomers in series at the same time; the bottom ribs are all arranged at the bottoms of the stirrup monomers, and each bottom rib is connected with the bottoms of the stirrup monomers in series.

Through adopting above-mentioned technical scheme, after installing the stirrup, the stirrup is hung in the floor through stirrup monomer and gluten in the stirrup, can strengthen the joint strength between the wall beam body and the floor that presss from both sides that follow-up was pour.

Optionally, each stirrup monomer comprises a wall-penetrating stirrup and two stirrups for clamping the wall beam body, the wall-penetrating stirrup frame is arranged at the periphery of the original wall, and the top suspension support of the wall-penetrating stirrup is arranged in the floor; the two wall clamping beam body stirrups are respectively arranged on two sides of an original wall body, the two wall clamping beam body stirrups are all fixed on the wall penetrating stirrups, and the top of each wall clamping beam body stirrup is hung and supported in the floor.

Through adopting above-mentioned technical scheme, through setting up the stirrup monomer into the form of wearing wall stirrup and double-layered wall roof beam body stirrup, can support the reinforcement to former wall body both sides simultaneously.

Optionally, the former wall body is in every stirrup monomer position department all wears to establish and installs the lacing wire, the lacing wire both ends extend respectively to two double-layered wall beam body stirrups in, just the lacing wire both ends are fixed in two double-layered wall beam body stirrups respectively.

Through adopting above-mentioned technical scheme, owing to be provided with the lacing wire, can improve the joint strength between two double-layered wall roof beam body stirrups, and make simultaneously two double-layered wall roof beam body stirrups can carry out the hanging through the lacing wire to former wall body and prop to strengthen the connectivity between follow-up double-layered wall roof beam body and the former wall body.

Optionally, the lifting steel plate is installed at the bottom of the wall clamping beam body, and the lifting steel plate is used for lifting the bottom of the original wall body.

By adopting the technical scheme, the lifting steel plate is arranged, and the lifting steel plate lifts the bottom of the original wall body so as to further strengthen the original wall body.

Optionally, two groups of embedded bars are installed on each stirrup monomer, and the two groups of embedded bars are respectively fixed on the stirrups of the two wall clamping beam bodies; two groups of anchor steel plates are all installed at the embedded bar bottom, two anchor steel plates are all embedded in the wall clamping beam body, and two groups of anchor steel plates are used for supporting and lifting the steel plate both ends to weld and install.

Through adopting above-mentioned technical scheme, at the in-process of installing the steel sheet of lifting, the workman is through welding respectively with anchor steel sheet at the steel sheet both ends of lifting, makes the steel sheet of lifting can fixed mounting in double-layered wall beam body bottom.

Optionally, the bottom surface of the original wall body is provided with a composite mortar protection layer in batches.

By adopting the technical scheme, as the composite mortar protection layers are arranged on the bottom surface of the original wall body in batches, the waterproof property of the bottom of the original wall body can be improved, and the bottom of the original wall body is not easy to be immersed in aqueous solution in the pouring process of the wall clamping beam body.

Optionally, the stirrup further includes a plurality of waist tendons, and a plurality of the waist tendons concatenate simultaneously and are fixed in a plurality of stirrup monomers.

By adopting the technical scheme, the overall strength of the stirrup can be improved due to the waist ribs.

In summary, the present application includes at least one of the following beneficial technical effects:

1. after the wall clamping beam structure is poured, the wall clamping beam body and the stirrups can form a wall clamping beam, so that the original wall and the upper structure can be supported and reinforced, and the risk that the original wall and the upper structure are not suitable for bearing is reduced;

2. after the stirrup is installed, the stirrup is hung on the floor plate through a stirrup monomer and gluten in the stirrup, so that the connection strength between the wall clamping beam body and the floor plate which are poured later can be enhanced;

3. through setting up the stirrup monomer into the form of wearing wall stirrup and the stirrup of the wall clamping beam body, can support the reinforcement to former wall body both sides simultaneously.

Drawings

Fig. 1 is a schematic cross-sectional structure of an embodiment of the present application.

Reference numerals illustrate:

1. an original wall body; 2. a wall clamping beam body; 3. stirrups; 31. stirrup monomers; 311. wall penetrating stirrups; 312. a wall clamping beam stirrup; 32. gluten; 33. a bottom rib; 34. waist tendons; 35. lacing wires; 4. a composite mortar protective layer; 5. lifting the steel plate; 6. embedding reinforcing steel bars; 7. anchoring the steel plate; 100. a floor panel.

Detailed Description

The present application is described in further detail below in conjunction with fig. 1.

The embodiment of the application discloses a wall clamping beam structure.

Referring to fig. 1, the wall-clamping beam structure comprises an original wall body 1, a wall-clamping beam body 2 and stirrups 3; wherein the original wall reservation is torn down and reserved on the floor panel 100. The wall clamping beam body 2 is cast and formed on the periphery of the original wall body 1 so as to expand and strengthen the periphery of the original wall body 1. The stirrup 3 is arranged in the wall clamping beam body 2, the stirrup 3 is arranged on the periphery of the original wall body 1 in a frame mode, and the hanging support at the top of the stirrup 3 is arranged in the floor plate 100.

After pouring the wall clamping beam structure, the wall clamping beam body 2 and the stirrups 3 can form a wall clamping beam, the original wall body 1 and the upper structure can be supported and reinforced, and the risk that the original wall body 1 and the upper structure are not suitable for bearing is reduced.

In this embodiment, the bottom surface of the original wall body 1 is provided with the composite mortar protection layer 4 with a thickness of 30cm in batch, so as to improve the water resistance of the bottom of the original wall body 1, and make the bottom of the original wall body 1 not easy to be immersed in aqueous solution in the pouring process of the wall clamping beam body 2.

Specifically, in the present embodiment, the stirrup 3 includes a plurality of stirrup monomers 31, a plurality of gluten 32, and a plurality of bottom ribs 33; wherein, a plurality of stirrup monomers 31 set up along former wall body 1 length direction interval, and the equal frame of every stirrup monomer 31 is established and is installed in former wall body 1 periphery. In the process of installing the stirrup monomer 31, a worker performs a grooving process on the floor plate 100, so that the top of the stirrup monomer 31 can be installed in the floor plate 100 in a penetrating manner, and the stirrup monomer 31 can be hung and supported in the floor plate 100.

The gluten 32 is installed at the top of the stirrup monomers 31 along the horizontal direction, and each gluten 32 is simultaneously connected in series and fixed to the stirrup monomers 31 so as to connect the top of the stirrup monomers 31 in series.

Similarly, the plurality of bottom ribs 33 are installed at the bottoms of the plurality of stirrup monomers 31 along the horizontal direction, and each bottom rib 33 is simultaneously connected in series and fixed to the stirrup monomer 31 so as to connect the bottoms of the plurality of stirrup monomers 31 in series.

When the stirrup 3 is installed, the stirrup 3 is hung on the floor plate 100 through the stirrup single body 31 and the gluten 32 in the stirrup 3, so that the connection strength between the wall clamping beam body 2 and the floor plate 100 which are poured later can be enhanced.

Specifically, in this embodiment, the stirrup member 31 includes one wall-passing stirrup 311 and two wall-clamping beam stirrups 312. Wherein, the frame of the wall-penetrating stirrup 311 is installed on the periphery of the original wall body 1, and the top of the wall-penetrating stirrup 311 is installed in the floor board 100 in a penetrating way, so that the wall-penetrating stirrup 311 can be hung and supported in the floor board 100. The two wall clamping beam body hoops 312 are respectively and fixedly arranged on two sides of the wall penetrating hoops 311, and one side of each of the two wall clamping beam body hoops 312 is oppositely arranged to respectively prop against two sides of the original wall body 1. The top of each wall clamping beam stirrup 312 is arranged in the floor board 100 in a penetrating way, so that the wall clamping beam stirrup 312 can be hung on the floor board 100 to support and reinforce the two sides of the original wall body 1.

In this embodiment, the stirrup 3 further comprises a plurality of waist stirrups 34. Specifically, the number of the waist ribs 34 is two, and the two waist ribs 34 are respectively arranged at two sides of the original wall body 1. Each group of waist ribs 34 comprises two waist ribs 34, the two waist ribs 34 are arranged at intervals vertically, and each waist rib 34 is simultaneously connected with a plurality of wall-clamping beam body stirrups 312 on one side of the corresponding waist rib in a penetrating manner, so that the overall strength of the stirrups 3 is improved.

In this embodiment, the original wall body 1 is provided with tie bars 35 at the position of each stirrup monomer 31, the tie bars 35 are installed on the original wall body 1 in a penetrating manner in a hole-opening manner, two ends of the tie bars 35 extend to the outer sides of two wall-clamping beam body stirrups 312 respectively, and two ends of the tie bars 35 are fixedly connected with two corresponding wall-clamping beam body stirrups 312 in a binding manner respectively. Simultaneously, the lacing wire 35 is correspondingly arranged with the two waist ribs 34 positioned at the upper position, and two ends of the lacing wire 35 are respectively bound and fixed with the corresponding two waist ribs 34.

After the tie bar 35 is installed, the tie bar 35 can improve the connection strength between the two wall clamping beam body hoops 312, and simultaneously the two wall clamping beam body hoops 312 can carry out hanging support on the original wall body 1 through the tie bar 35 so as to strengthen the connectivity between the subsequent wall clamping beam body 2 and the original wall body 1.

In this embodiment, the bottom of the reinforcing beam is provided with a lifting steel plate 5, and the bottom of the original wall 1 is supported by the lifting steel plate 5 to support and reinforce the bottom of the original wall 1.

Specifically, in this embodiment, two sets of embedded bars 6 are installed on each stirrup monomer 31, the two sets of embedded bars 6 are respectively disposed on two sides of the original wall 1, and the two sets of embedded bars 6 are respectively welded and fixed on two wall-clamping beam stirrups 312 on the stirrup monomer 31.

The bottom of every embedded bar 6 of group all welded fastening has anchor steel sheet 7, lifts steel sheet 5 and installs between two sets of embedded bars 6, and lifts steel sheet 5 both sides and be fixed in embedded bar 6 through the welded mode to accomplish the installation work of lifting steel sheet 5, so that lift steel sheet 5 can stably install in double-layered wall beam body 2 bottom.

Specifically, each group of embedded bars 6 includes two embedded bars 6, and the two embedded bars 6 are oppositely arranged. The anchor steel plates 7 are welded and fixed on two embedded bars 6 in a corresponding group of embedded bars 6.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims

1. The utility model provides a press from both sides wall roof beam structure which characterized in that: including being demolishd and reserve former wall body (1) on floor board (100), former wall body (1) periphery has been through concrete placement double-layered wall beam body (2), the built-in stirrup (3) that have of double-layered wall beam body (2), stirrup (3) frame locates former wall body (1) periphery, just stirrup (3) top hanging support sets up in floor board (100).

2. A wall-clamping beam structure according to claim 1, characterized in that: the stirrup (3) comprises a plurality of stirrup monomers (31), a plurality of gluten (32) and a plurality of bottom ribs (33); the stirrup monomers (31) are arranged on the periphery of the original wall body (1) along the length direction of the original wall body (1) in a framing manner, and the top of each stirrup monomer (31) is hung and supported in the floor board (100); a plurality of gluten (32) are arranged on the top of the gluten (32), and the gluten (32) are supported and arranged in the floor board (100); and each gluten (32) is connected with the tops of the stirrup monomers (31) in series at the same time; the bottom ribs (33) are arranged at the bottoms of the stirrup monomers (31), and each bottom rib (33) is connected with the bottoms of the stirrup monomers (31) in series.

3. A wall-clamping beam structure according to claim 2, characterized in that: each stirrup monomer (31) comprises a wall-penetrating stirrup (311) and two wall-clamping beam stirrups (312), the wall-penetrating stirrup (311) is arranged at the periphery of the original wall body (1) in a frame manner, and a hanging support at the top of the wall-penetrating stirrup (311) is arranged in the floor board (100); two press from both sides wall roof beam body stirrup (312) install respectively in former wall body (1) both sides, two press from both sides wall roof beam body stirrup (312) all are fixed in wall penetrating stirrup (311), and every press from both sides wall roof beam body stirrup (312) top all hanging stay set up in floor board (100).

4. A wall-clamping beam structure according to claim 3, characterized in that: the original wall body (1) is provided with lacing wires (35) in a penetrating mode at the position of each hooping monomer (31), two ends of each lacing wire (35) extend into two wall clamping beam hoops (312) respectively, and two ends of each lacing wire (35) are fixed to two wall clamping beam hoops (312) respectively.

5. A wall-clamping beam structure according to claim 3, characterized in that: the lifting steel plate (5) is arranged at the bottom of the wall clamping beam body (2), and the lifting steel plate (5) is used for lifting the bottom of the original wall body (1).

6. A wall-clamping beam structure according to claim 5, wherein: two groups of embedded bars (6) are arranged on each stirrup monomer (31), and the two groups of embedded bars (6) are respectively fixed on two wall clamping beam stirrups (312); two groups of embedded bars (6) bottom all installs anchor steel sheet (7), two anchor steel sheet (7) all are pre-buried in double-layered wall roof beam body (2), and two groups anchor steel sheet (7) are used for supplying lifting steel sheet (5) both ends to weld the installation.

7. A wall-clamping beam structure according to claim 1, characterized in that: the bottom surface of the original wall body (1) is provided with a composite mortar protection layer (4) in batches.

8. A wall-clamping beam structure according to claim 1, characterized in that: the stirrup (3) further comprises a plurality of waist ribs (34), and the waist ribs (34) are simultaneously connected in series and fixed to the stirrup monomers (31).