CN215630695U

CN215630695U - Building body

Info

Publication number: CN215630695U
Application number: CN202122128079.4U
Authority: CN
Inventors: 杨重阳; 梁学炎; 李沾; 练宙伟
Original assignee: Mcc City Investment Holding Co ltd
Current assignee: Mcc City Investment Holding Co ltd
Priority date: 2021-09-03
Filing date: 2021-09-03
Publication date: 2022-01-25
Anticipated expiration: 2031-09-03

Abstract

The utility model discloses a building body, and relates to the technical field of constructional engineering. The building comprises shear walls, reversed beams and a fast and easy closing net. And wall body steel bars are arranged in the shear wall. The reverse beam is connected with the shear wall, the top wall of the reverse beam is higher than the floor, the reverse beam is internally provided with beam body reinforcing steel bars, and the beam body reinforcing steel bars penetrate through the wall body reinforcing steel bars and form included angles with the wall body reinforcing steel bars. The fast and easy closing-up net is arranged at one end of the reversed beam close to the shear wall, and the fast and easy closing-up net and the wall body reinforcing steel bars are arranged at intervals. After the fast and easy closing-in net which does not need to be dismantled is arranged, the binding of the fast and easy closing-in net on a beam body steel bar can be replaced by an aluminum alloy template, so that a shear wall is poured on a wall body steel bar, the once pouring forming of the shear wall is realized, the reversed beam can exceed the floor part to realize pouring through the fast and easy closing-in net and the aluminum alloy template, the aluminum mould edge sealing problem in the reversed beam pouring process is well solved, and the construction quality and the construction efficiency of a building are improved.

Description

Building body

Technical Field

The utility model relates to the technical field of constructional engineering, in particular to a building body.

Background

In the existing building body, objective factors such as construction side requirements are limited, an inverted beam is usually arranged on the top wall of a floor slab, but a pouring problem often exists between the inverted beam and a wall body connected to the floor slab, the existing aluminum alloy template cannot simultaneously meet reliable pouring of the wall body and the portion, exceeding the floor slab, of the inverted beam, one-time formwork pouring of the inverted beam cannot be achieved, and the fact that the wall body at the junction of the inverted beam and the wall body is complete cannot be guaranteed.

Therefore, a building is needed to solve the above problems.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a building body, which can realize reliable edge sealing at the joint of the end part of a reversed beam and a shear wall and improve the construction quality and the construction efficiency of the building body.

In order to achieve the technical effects, the technical scheme of the utility model is as follows:

a building body comprising: the shear wall is internally provided with wall body steel bars; the inverted beam is connected with the shear wall, the top wall of the inverted beam is higher than the height of a floor slab, beam body steel bars are arranged in the inverted beam, and the beam body steel bars penetrate through the wall body steel bars and form included angles with the wall body steel bars; the fast and easy binding off net is arranged at one end, close to the shear wall, of the reversed beam, and the fast and easy binding off net and the wall body reinforcing steel bars are arranged at intervals.

Further, the reversed beam comprises a first beam body and a second beam body, the first beam body is as high as the floor slab, the second beam body is arranged on the first beam body, and the end part of the second beam body is provided with the fast and easy closing net.

Furthermore, the shear wall and the second beam body are respectively arranged on two sides of the fast and easy closing net.

Further, the height of the fast and easy closing net is the same as the height difference between the reversed beam and the floor slab.

Further, the beam body reinforcing steel bars are perpendicular to the wall body reinforcing steel bars.

Further, the quick and easy closing net is flush with one side, close to the inverse beam, of the shear wall.

Further, the beam body reinforcing bar includes: the horizontal section penetrates through the wall body reinforcing steel bars; and the bending section is connected with the end part of the horizontal section, which is close to the wall body reinforcing steel bar.

Further, the building body further comprises a connecting structure, and the fast and easy closing net is connected to the beam body steel bars through the connecting structure.

Further, the connection structure comprises iron wires.

Further, the wall body reinforcing bar includes: the vertical reinforcing steel bars are arranged at intervals along the horizontal direction; a plurality of horizontal reinforcing bar, it is a plurality of horizontal reinforcing bar sets up along vertical direction interval, every horizontal reinforcing bar all with a plurality of vertical bar connection.

The utility model has the beneficial effects that: because the roof of anti-roof beam is higher than the height of floor for the anti-roof beam can't pour through the disposable formwork of aluminum alloy template at the in-process of pouring, and the one end of anti-roof beam still is connected with the shear force wall, and the beam body reinforcing bar of anti-roof beam passes the wall body reinforcing bar of shear force wall again simultaneously, also can't guarantee the integrality of shear force wall. In the embodiment, the fast and easy closing-up net has wider applicability and can be installed in the binding reinforcing steel bars, and the fast and easy closing-up net cannot penetrate through the reinforcing steel bars unlike a common aluminum alloy template, so that the fast and easy closing-up net can penetrate through and be connected with the beam body reinforcing steel bars, and then the aluminum alloy template can be erected in other areas of the shear wall and is matched with the fast and easy closing-up net, so that the fast and easy closing-up net can play a role in intercepting between the shear wall and the back beam, smooth pouring of the shear wall can be ensured, concrete of the shear wall can be prevented from flowing to a floor slab and the back beam, one-time pouring forming of the shear wall is ensured, and the pouring quality of the shear wall and the integrity of the shear wall are improved; after the shear wall is poured, the fast and easy closing-up net does not need to be removed, so that an aluminum alloy template can be erected in other areas of the reversed beam and matched with the fast and easy closing-up net, and the reversed beam can be reliably poured.

Therefore, after the quick and easy closing-up net which is not required to be detached is arranged, the quick and easy closing-up net can replace binding of the aluminum alloy template on the beam body reinforcing steel bars, so that the shear wall is poured on the wall body reinforcing steel bars, one-step pouring forming of the shear wall is realized, and then the part of the reversed beam, which exceeds the floor slab, can be poured through the quick and easy closing-up net and the aluminum alloy template, so that the problem of aluminum mold edge sealing in the reversed beam pouring process is well solved, and the construction quality and the construction efficiency of the building are improved.

Additional aspects and advantages of the utility model will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the utility model.

Drawings

FIG. 1 is a schematic diagram of the internal structure of a building provided by an embodiment of the present invention;

fig. 2 is a schematic structural diagram of beam reinforcements, wall reinforcements, and a quick and easy closing-up net according to an embodiment of the present invention.

Reference numerals

1. A shear wall;

2. wall body reinforcing steel bars; 21. vertical reinforcing steel bars; 22. horizontal reinforcing steel bars;

3. a reversed beam; 31. a first beam body; 32. a second beam body;

4. reinforcing steel bars of the beam body; 41. a horizontal segment; 42. bending the section;

5. the net is closed up easily and quickly.

Detailed Description

In order to make the technical problems solved, the technical solutions adopted and the technical effects achieved by the present invention clearer, the technical solutions of the present invention are further described below by way of specific embodiments with reference to the accompanying drawings.

In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, removably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.

It will be understood that the terms "central," "longitudinal," "transverse," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in an orientation or positional relationship indicated in the drawings for convenience and simplicity of description only and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the utility model. In the description of the present invention, "a plurality" means two or more unless otherwise specified. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.

The specific structure of the building body of the embodiment of the present invention will be described with reference to fig. 1 and 2.

As shown in fig. 1 and 2, fig. 1 discloses a building body, which comprises shear walls 1, counter beams 3 and a fast and easy closing net 5. The shear wall 1 is internally provided with wall body steel bars 2. The reverse beam 3 is connected with the shear wall 1, the top wall of the reverse beam 3 is higher than the floor, the beam body reinforcing steel bars 4 are arranged in the reverse beam 3, and the beam body reinforcing steel bars 4 penetrate through the wall body reinforcing steel bars 2 and form included angles with the wall body reinforcing steel bars 2. The fast and easy closing-up net 5 is arranged at one end of the reversed beam 3 close to the shear wall 1, and the fast and easy closing-up net 5 and the wall body reinforcing steel bars 2 are arranged at intervals.

It can be understood that, because the top wall of the inverted beam 3 is higher than the height of the floor slab, the inverted beam 3 cannot be formed by one-time formwork erection in the casting process through an aluminum alloy formwork, one end of the inverted beam 3 is also connected with the shear wall 1, and the beam body reinforcing steel bars 4 of the inverted beam 3 simultaneously penetrate through the wall body reinforcing steel bars 2 of the shear wall 1, so that the integrity of the shear wall 1 cannot be ensured. In the embodiment, the fast and easy closing-up net 5 has wider applicability and can be installed in binding steel bars, unlike the situation that a common aluminum alloy template cannot penetrate through the steel bars, so that the fast and easy closing-up net 5 can penetrate through the beam body steel bars 4 and is connected with the beam body steel bars 4, and then, an aluminum alloy template can be erected in other areas of the shear wall 1 and is matched with the fast and easy closing-up net 5, so that the fast and easy closing-up net 5 can play a role in intercepting between the shear wall 1 and the back beam 3, smooth pouring of the shear wall 1 can be ensured, concrete of the shear wall 1 can be prevented from flowing to a floor slab and the back beam 3, one-time pouring forming of the shear wall 1 is ensured, and the pouring quality of the shear wall 1 and the integrity of the shear wall 1 are improved; after the shear wall 1 is poured, the fast and easy closing-up net 5 does not need to be removed, so that an aluminum alloy template can be erected in other areas of the reversed beam 3 and matched with the fast and easy closing-up net 5, and the reversed beam 3 can be reliably poured.

From this, the building body of this embodiment, behind the net 5 through having set up the fast easy binding off that need not demolish, both can realize fast easy binding off net 5 and replace the ligature of aluminum alloy template on roof beam body reinforcing bar 4, thereby realize pouring shear force wall 1 on wall body reinforcing bar 2, realize the one shot forming of shear force wall 1, can surpass the floor part with anti-beam 3 afterwards again and realize pouring through fast easy binding off net 5 and aluminum alloy template, the aluminium mould banding problem of the 3 pouring processes of anti-beam has been solved betterly, thereby construction quality and the efficiency of construction of building body have been improved.

In some embodiments, as shown in fig. 1, the inverted beam 3 includes a first beam 31 and a second beam 32, the first beam 31 has the same height as the floor, the second beam 32 is disposed on the first beam 31, and the end of the second beam 32 is provided with the fast and easy closing net 5.

It can be understood that, through dividing into first roof beam body 31 and second roof beam body 32 with anti-roof beam 3, can be convenient for in the work progress, pour the shaping with shear force wall 1 earlier, then pour the shaping with first roof beam body 31, accomplish the pouring of the second roof beam body 32 of 3 protruding floors of anti-roof beam by the cooperation of the roof beam body reinforcing bar 4 and the fast and easy binding off net 5 of first roof beam body 31 top again to can show improvement construction convenience and efficiency of construction.

In some embodiments, as shown in fig. 1 and fig. 2, the shear wall 1 and the second beam 32 are respectively disposed on two sides of the fast and easy closing-up net 5.

It can be understood that the fast and easy closing-up net 5 is simultaneously used as a pouring template of the shear wall 1 and the second beam body 32, so that the fast and easy closing-up net 5 has a dual-purpose effect, and the construction efficiency can be improved on the premise of ensuring the construction quality of the building.

In some embodiments, as shown in fig. 1 and 2, the height of the quick and easy closing net 5 is the same as the height difference between the counter beam 3 and the floor slab.

It can be understood that, through the structure setting, can prevent that the fast easy binding off net 5 highly less leads to the problem that the anti-beam 3 poured the failure, also can pour the back that finishes at the part that the anti-beam 3 surpassed the floor, need not additionally to fast easy binding off net 5 carry out the cutting processing to can improve the efficiency of construction of building body, and guaranteed the construction quality of building body.

In some embodiments, as shown in fig. 2, the beam rebars 4 are perpendicular to the wall rebars 2.

It can be understood that through the above structure arrangement, the vertically connected shear wall 1 and the reversed beam 3 can be conveniently poured through the beam body reinforcing steel bars 4 and the wall body reinforcing steel bars 2, so that the construction quality of the shear wall 1 and the reversed beam 3 is well ensured.

In some embodiments, as shown in fig. 1, the quick and easy shut-off net 5 is flush with the side of the shear wall 1 near the inverse beam 3.

It can be understood that the fast and easy closing-up net 5 is flush with one side, close to the inverse beam 3, of the shear wall 1, so that the fast and easy closing-up net 5 can also be directly applied to a pouring template of the shear wall 1, an aluminum mold does not need to be erected between the inverse beam 3 and the wall body reinforcing steel bars 2 again, and the pouring efficiency and the pouring quality of the upper part of the shear wall 1 are effectively improved.

In some embodiments, as shown in fig. 2, the beam body rebar 4 includes a horizontal section 41 and a bent section 42. The horizontal section 41 passes through the wall rebars 2. The bent section 42 is connected to the end of the horizontal section 41 near the wall rebars 2.

It can be understood that, through the setting of bending segment 42, can make the end connection of roof beam body reinforcing bar 4 in wall body reinforcing bar 2 to guarantee the levelness and the installation fastness of roof beam body reinforcing bar 4 better, and then can improve the quality of pouring of anti-beam 3, with the construction quality who improves the building body.

In some embodiments, the building further comprises a connecting structure (not shown), and the quick and easy closing net 5 is connected to the beam body reinforcing bars 4 through the connecting structure.

It can be understood that the connection structure can firmly fix the fast and easy closing-up net 5 on the beam body reinforcing steel bars 4, so that when the shear wall 1 and the reversed beam 3 are poured, the connection structure can play a reliable stopping effect on concrete and the like, and the pouring quality of the shear wall 1 and the reversed beam 3 poured through the fast and easy closing-up net 5 is ensured.

In some embodiments, the connecting structure comprises a wire.

It can be understood that the iron wires can firmly and reliably fix the fast and easy closing-up net 5 on the beam body reinforcing steel bars 4, so as to ensure the setting stability of the fast and easy closing-up net 5 on the beam body reinforcing steel bars 4, and further ensure the pouring quality of the shear wall 1 and the inverted beam 3. In addition, the iron wire is low in price, and the construction cost is further reduced easily. Of course, in other embodiments of the present invention, the connection structure may be other connection structures in the building field, and need not be limited specifically.

In some embodiments, as shown in fig. 2, the wall rebar 2 includes a plurality of vertical rebars 21 and a plurality of horizontal rebars 22. A plurality of vertical reinforcing bars 21 are arranged at intervals in the horizontal direction. A plurality of horizontal reinforcing bars 22 set up along vertical direction interval, and every horizontal reinforcing bar 22 all is connected with a plurality of vertical reinforcing bars 21.

It can be understood that the vertical reinforcing bars 21 and the horizontal reinforcing bars 22 are easy to form a firm and reliable frame, so that the shear wall 1 with reliable quality is convenient to cast, and the construction quality of a building is ensured.

Example (b):

a building according to one embodiment of the utility model will be described with reference to figures 1 and 2.

The building body of the embodiment comprises a shear wall 1, a reverse beam 3 and a fast and easy closing net 5.

The shear wall 1 is internally provided with wall body steel bars 2. The wall rebar 2 includes a plurality of vertical rebars 21 and a plurality of horizontal rebars 22. A plurality of vertical reinforcing bars 21 are arranged at intervals in the horizontal direction. A plurality of horizontal reinforcing bars 22 set up along vertical direction interval, and every horizontal reinforcing bar 22 all is connected with a plurality of vertical reinforcing bars 21.

The reverse beam 3 is connected with the shear wall 1, the top wall of the reverse beam 3 is higher than the floor, the beam body reinforcing steel bars 4 are arranged in the reverse beam 3, and the beam body reinforcing steel bars 4 penetrate through the wall body reinforcing steel bars 2 and form included angles with the wall body reinforcing steel bars 2. The reversed beam 3 comprises a first beam body 31 and a second beam body 32, the height of the first beam body 31 is the same as that of the floor, the second beam body 32 is arranged on the first beam body 31, and the end part of the second beam body 32 is provided with a fast and easy closing net 5. The beam body reinforcing steel bars 4 are perpendicular to the wall body reinforcing steel bars 2. The beam body reinforcing steel bar 4 includes a horizontal section 41 and a bent section 42. The horizontal section 41 passes through the wall rebars 2. The bent section 42 is connected to the end of the horizontal section 41 near the wall rebars 2.

The fast and easy closing-up net 5 is arranged at one end of the reversed beam 3 close to the shear wall 1, and the fast and easy closing-up net 5 and the wall body reinforcing steel bars 2 are arranged at intervals. The two sides of the fast and easy closing net 5 are respectively provided with a shear wall 1 and a second beam body 32. The height of the fast and easy closing net 5 is the same as the height difference between the inverse beam 3 and the floor slab. The fast and easy closing net 5 is flush with one side of the shear wall 1 close to the inverse beam 3. The quick and easy closing net 5 is connected to the beam body reinforcing steel bars 4 through a connecting structure (not shown).

In the description herein, references to the description of "some embodiments," "other embodiments," or the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The above description is only a preferred embodiment of the present invention, and for those skilled in the art, the present invention should not be limited by the description of the present invention, which should be interpreted as a limitation.

Claims

1. A building, comprising:

the shear wall (1), wherein wall body steel bars (2) are arranged in the shear wall (1);

the inverted beam (3) is connected with the shear wall (1), the top wall of the inverted beam (3) is higher than the height of a floor slab, beam body steel bars (4) are arranged in the inverted beam (3), and the beam body steel bars (4) penetrate through the wall body steel bars (2) and form included angles with the wall body steel bars (2);

fast and easy binding off net (5), fast and easy binding off net (5) are established anti-roof beam (3) are close the one end of shear force wall (1), fast and easy binding off net (5) with wall body reinforcing bar (2) interval sets up.

2. The building according to claim 1, characterized in that the counter beams (3) comprise a first beam (31) and a second beam (32), the first beam (31) having the same height as the floor, the second beam (32) being provided on the first beam (31), the end of the second beam (32) being provided with the quick and easy closing net (5).

3. The building body according to claim 2, wherein the shear wall (1) and the second beam body (32) are respectively arranged on two sides of the fast and easy closing net (5).

4. The building construction according to claim 1, characterized in that the height of the quick and easy entry net (5) is the same as the difference in height between the counter beam (3) and the floor slab.

5. The building construction according to claim 1, wherein the beam rebars (4) are perpendicular to the wall rebars (2).

6. The building according to claim 1, characterized in that the quick and easy entry net (5) is flush with the side of the shear wall (1) near the counter beam (3).

7. The building construction according to claim 1, wherein the beam rebars (4) comprise:

a horizontal section (41), wherein the horizontal section (41) penetrates through the wall steel bar (2);

the bending section (42) is connected with the end part, close to the wall body reinforcing steel bar (2), of the horizontal section (41).

8. The building according to claim 1, characterized in that it further comprises connecting structures by which the fast and easy closing-in net (5) is connected to the beam rebars (4).

9. The building construction of claim 8, wherein the connecting structure comprises iron wire.

10. The building construction according to claim 1, wherein the wall rebars (2) comprise:

the vertical reinforcing steel bars (21), the vertical reinforcing steel bars (21) are arranged at intervals along the horizontal direction;

a plurality of horizontal reinforcing bar (22), it is a plurality of horizontal reinforcing bar (22) set up along vertical direction interval, every horizontal reinforcing bar (22) all with a plurality of vertical reinforcing bar (21) are connected.