CN217419937U - Structure is assembled to assembled concrete - Google Patents

Abstract

The application relates to the technical field of assembly type buildings, and provides an assembly type concrete assembling structure, which comprises the following components: a plurality of concrete walls; the concrete upright post assembly at least comprises a first concrete upright post, a second concrete upright post and a third concrete upright post; the plurality of concrete walls are spliced with the first concrete upright column, the second concrete upright column and the third concrete upright column; the concrete anchoring layer structure is connected with the connecting reinforcing steel bars at the lower ends of the concrete walls and the connecting reinforcing steel bars at the lower ends of the first concrete upright column, the second concrete upright column and the third concrete upright column; the top concrete floor, the connecting reinforcement of each concrete wall's upper end and the connecting reinforcement of the respective upper end of first concrete stand, second concrete stand and third concrete stand all are connected to top concrete floor, and this assembled concrete assembly structure standardization level is high, the pouring template volume is few, the transportation hoist and mount condition requires lowly, construction site adaptability is good.

Description

Structure is assembled to assembled concrete

Technical Field

The application relates to the technical field of assembly type buildings, in particular to an assembly type concrete assembling structure.

Background

In the prior art, the rapid assembly integrated building becomes an important development direction of the building industry. Aiming at the regional building with smaller span, the fabricated building mainly uses a fabricated wood structure, a fabricated light steel structure and a precast concrete structure. The light steel prefabricated house has the advantages of convenient transportation, detachability, strong flexibility and the like, but has poor wind resistance, fire resistance, heat preservation and sound insulation capabilities due to the characteristics of light weight, high flexibility, small resistance, large heat conductivity coefficient and the like; although the fabricated wood structure has better seismic performance and thermal insulation performance, the fabricated wood structure has poorer fire resistance and corrosion resistance and higher cost. Compared with the prior art, the building with the main structure of precast concrete still has higher acceptance in the prior art. The precast concrete slab is applied to modular buildings with smaller span, such as country villas, small public buildings, prefabricated houses and the like, so that the construction cost can be effectively saved, and the construction speed can be increased.

However, the method is limited by special case environments, such as the narrow construction site, backward construction equipment, weak transportation capacity, poor hoisting conditions and other factors existing in suburbs, villages and towns and other areas, and the concrete structure adopted in the construction process of the existing precast concrete building structure in the prior art is difficult to transport and hoist, has low standardization degree, and is difficult to meet the rapid building requirements of houses in different areas.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a structure is assembled to assembled concrete, aims at solving among the prior art precast concrete building structure's the concrete structure who builds the in-process and adopt and transports and hoist the technical problem that the degree of difficulty is big, the standardization level is not high.

In order to achieve the above object, the utility model adopts the following technical scheme: an assembled concrete assembling structure, comprising:

the concrete wall comprises a plurality of concrete walls, wherein the upper end and the lower end of each concrete wall are provided with connecting steel bars;

the concrete column assembly at least comprises a first concrete column, a second concrete column and a third concrete column, wherein the upper end and the lower end of each of the first concrete column, the second concrete column and the third concrete column are respectively provided with a connecting steel bar, the cross section of the first concrete column is rectangular, the cross section of the second concrete column is L-shaped, and the cross section of the third concrete column is T-shaped;

the plurality of concrete walls, the first concrete upright column, the second concrete upright column and the third concrete upright column are spliced into a house outline structure along the horizontal direction;

the connecting steel bars at the lower ends of the concrete walls and the connecting steel bars at the lower ends of the first concrete upright, the second concrete upright and the third concrete upright are connected to the concrete anchoring layer structure and are connected to a bottom foundation through the concrete anchoring layer structure;

and the connecting steel bars at the upper ends of the concrete walls and the connecting steel bars at the upper ends of the first concrete upright, the second concrete upright and the third concrete upright are connected to the top concrete floor.

Further, the concrete wall body includes the wall body panel and sets up the rib that vertical direction extended is followed to one side of wall body panel, the upper end and the lower extreme of rib all are provided with connecting reinforcement.

Furthermore, the upper end of the wall panel is provided with an outer extending rib plate which is higher than the upper end face of the rib, and the lower end face of the wall panel is provided with an outer extending rib plate which is lower than the lower end face of the rib.

Further, the thickness of the wall panel is consistent with the thickness of the rib.

Furthermore, the first concrete column, the second concrete column and the third concrete column are respectively attached to the horizontal side ends of the corresponding wall panels.

Further, the thickness of each of the first concrete column, the second concrete column and the third concrete column is consistent with the thickness of the rib.

Further, second concrete column and third concrete column all include the stand main part, the height of stand main part all with the highly uniform of rib, the upper end of stand main part is provided with the outer extension floor that is higher than the up end of stand main part, the lower extreme of stand main part have be less than the outer extension floor of the lower terminal surface of stand main part.

Furthermore, the exposed lengths of the connecting steel bars at the upper end and the lower end of each concrete wall are the same as the exposed lengths of the connecting steel bars at the upper end and the lower end of each of the first concrete upright column, the second concrete upright column and the third concrete upright column.

Furthermore, the wall panel comprises a wall panel with a window hole and a wall panel without a hole.

Further, the plurality of concrete walls, the first concrete column, the second concrete column and the third concrete column are spliced into a house outline structure with a plurality of rooms along the horizontal direction.

The application provides a structure is assembled to assembled concrete's beneficial effect lies in:

because the utility model provides an among the assembled concrete assembly structure, can form house profile structure through these independent parts of a plurality of concrete wall bodies and concrete column subassembly, in addition concrete anchor layer structure, top concrete floor carry out wholeness to the upper end and the lower extreme of a plurality of concrete wall bodies and concrete column subassembly and connect fixedly, can form modular housing construction structure fast, the utility model provides an assembled concrete assembly structure especially is fit for using in the less modular building of span, for example rural villa, small-size public building, activity board house etc. can effectually save construction cost and improve construction speed, and the construction site that greatly adapts to construction occasions such as suburb, village and town exists is narrow and small, construction equipment falls behind, the transport capacity is weak, hoist and mount condition is poor can be through with concrete wall body, The concrete column component is designed in a standardized manner, so that the concrete column component can meet the requirements of rapid building of houses in different areas, is particularly suitable for but not limited to the building of low-rise buildings, and has the advantages of high standardization degree, light weight of prefabricated components, less quantity of pouring templates, low requirements on transportation and hoisting conditions and good adaptability of construction sites.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the embodiments or the prior art descriptions will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

FIG. 1 is a perspective view of an assembled concrete construction structure provided in accordance with an embodiment of the present application during assembly;

FIG. 2 is an enlarged view taken at A in FIG. 1;

FIG. 3 is an enlarged view at B of FIG. 1;

FIG. 4 is an enlarged view at C of FIG. 1;

FIG. 5 is a partial view of an assembled concrete construction structure provided in accordance with an embodiment of the present application during assembly;

FIG. 6 is a perspective view of a concrete wall provided in accordance with an embodiment of the present application;

FIG. 7 is a perspective view of a first concrete column provided in an embodiment of the present application;

FIG. 8 is a perspective view of a second concrete column provided in an embodiment of the present application;

FIG. 9 is a perspective view of a third concrete column provided in an embodiment of the present application;

FIG. 10 is another perspective view of a fabricated concrete construction structure provided in accordance with an embodiment of the present application during assembly;

FIG. 11 is a further perspective view of an assembled concrete construction provided in accordance with an embodiment of the present application during assembly;

FIG. 12 is a further perspective view of an assembled concrete construction provided in accordance with an embodiment of the present application during assembly;

fig. 13 is a perspective view of a fabricated concrete construction structure provided in accordance with an embodiment of the present application.

Reference numerals referred to in the above figures are detailed below:

1-connecting reinforcing steel bars; 2-a concrete anchoring layer structure; 3-bottom foundation; 4-top concrete floor slab; 5-extending ribs outside; 6-column body; 100-concrete wall; 101-a wall panel; 102-a rib; 200-a first concrete column; 300-a second concrete column; 400-third concrete column.

Detailed Description

In order to make the technical problems, technical solutions and advantageous effects to be solved by the present application clearer, the present application is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application.

It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.

It will be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like, as used herein, refer to an orientation or positional relationship indicated in the drawings that is solely for the purpose of facilitating the description and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present application.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.

In order to explain the technical solutions of the present application, the following detailed descriptions are made with reference to specific drawings and examples.

Referring to fig. 1 to 7, an embodiment of the present invention provides an assembled concrete assembling structure, especially suitable for but not limited to lightweight concrete assembling structure, wherein, include:

the concrete walls 100 are of a precast concrete wall structure, and the upper end and the lower end of each concrete wall 100 are provided with connecting steel bars 1;

the concrete column assembly is a precast concrete column structure and at least comprises a first concrete column 200, a second concrete column 300 and a third concrete column 400, wherein the upper end and the lower end of each of the first concrete column 200, the second concrete column 300 and the third concrete column 400 are respectively provided with a connecting steel bar 1, the cross section of the first concrete column 200 is rectangular (for example, a rectangle or a square can be formed), the cross section of the second concrete column 300 is L-shaped, and the cross section of the third concrete column 400 is T-shaped, but obviously, the concrete column assembly can also comprise columns with any other required cross section types;

the plurality of concrete walls 100 and the first concrete upright 200, the second concrete upright 300 and the third concrete upright 400 are spliced in the horizontal direction (the splicing does not necessarily mean direct connection, and actually the plurality of concrete walls 100 and the first concrete upright 200, the second concrete upright 300 and the third concrete upright 400 are indirectly connected through the concrete anchoring layer structure 2 and the top concrete floor 4 in the embodiment of the present application) to form a house outline structure, for example, two concrete walls 100 arranged at an angle of 90 ° are spliced through the second concrete upright 300 with an L-shaped cross section, two concrete walls 100 arranged at an angle of 180 ° and another concrete wall 100 perpendicular to the two concrete walls 100 can be spliced through the third concrete upright 400 with a T-shaped cross section, and so on;

a concrete anchoring layer structure 2, preferably high performance concrete, to which the connecting steel bars 1 of the lower ends of the concrete walls 100 and the connecting steel bars 1 of the lower ends of the first concrete upright 200, the second concrete upright 300 and the third concrete upright 400 are connected and which is connected to the bottom foundation 3 through the concrete anchoring layer structure 2, the bottom foundation 3 being a floor structure;

a top concrete floor 4, connecting steel bars 1 at the upper ends of the concrete walls 100 and connecting steel bars 1 at the upper ends of the first concrete upright 200, the second concrete upright 300 and the third concrete upright 400 are all connected to the top concrete floor 4,

the upper and lower steel bars in the concrete wall 100 and the concrete column component enable the concrete wall 100 and the concrete column component to form effective anchoring connection with the floor slab and the upper layer (lower layer) structure, and provide load transmission to a certain degree for the building structure.

Because the utility model provides an among the assembled concrete assembly structure, can form house profile structure through these independent parts of a plurality of concrete wall 100 and concrete column subassembly, in addition concrete anchor layer structure 2, top concrete floor 4 carry out wholeness to the upper end and the lower extreme of a plurality of concrete wall 100 and concrete column subassembly and connect fixedly, can form modular housing construction structure fast, the utility model provides an assembled concrete assembly structure especially is fit for using in the less modular building of span, for example rural villa, small-size public building, activity board house etc. can effectually save construction cost and improve construction speed, greatly adapts to the construction site that construction occasion such as suburbs, towns exists, construction equipment falls behind, the transporting capacity is weak, hoist and mount condition is poor, can be through with concrete wall 100, The concrete column component is designed in a standardized manner, so that the concrete column component can meet the requirements of rapid building of houses in different areas, is particularly suitable for but not limited to the building of low-rise buildings, and has the advantages of high standardization degree, light weight of prefabricated components, less quantity of pouring templates, low requirements on transportation and hoisting conditions and good adaptability of construction sites.

According to the embodiment of the present invention, the concrete wall 100 includes a wall panel 101 and a rib 102 disposed on one side of the wall panel 101 and extending in a vertical direction, preferably having a plurality of spaced ribs 102, the upper end and the lower end of the rib 102 are both provided with connecting steel bars 1, i.e. the connecting steel bars 1 on the upper end and the lower end of the concrete wall 100 are disposed on the rib 102, the rib 102 is uniformly and vertically distributed on one side of the wall panel 101, one side with the rib 102 is disposed indoors, the smooth side of the wall panel 101 is disposed outdoors, so that the building facade can be kept flat and beautiful; the interval of one side of the indoor ribbed belt 102 can be provided with heat-insulating and sound-insulating materials and the like, and is combined with an indoor decorative surface layer, so that the indoor wall is smooth and attractive, and has good heat-insulating and sound-insulating properties.

According to the utility model discloses a concrete embodiment, wall panel 101's upper end has the outer extension floor 5 that is higher than the up end of rib 102, and wall panel 101's lower terminal surface has the outer extension floor 5 that is less than the lower terminal surface of rib 102, can regard as the vertical form that the component was pour to reduce the cast in situ concrete modulus.

According to the utility model discloses an embodiment, the thickness of wall panel 101 is unanimous with the thickness of rib 102, first concrete stand 200, second concrete stand 300 and third concrete stand 400 are respectively with the laminating of the horizontal side of the wall panel 101 that corresponds, of course, at the overall building hole, the stand that does not laminate with wall panel 101 also may exist, for example, certain first concrete stand 200 independent existence is the stand structure that the periphery all is the space, first concrete stand 200, the respective thickness of second concrete stand 300 and third concrete stand 400 all is unanimous with the thickness of rib 102, make concrete wall 100 like this, the profile thickness that the concrete stand subassembly formed the back structure of connecting is even unanimous, there can not be too much unevenness protruding region, make things convenient for the standardized modularization of this assembled concrete assembly structure to assemble and assemble.

According to the utility model discloses an embodiment, second concrete column 300 and third concrete column 400 all include stand main part 6, stand main part 6 highly all with rib 102's highly uniform, make things convenient for this assembled concrete to assemble the standardized modularization of structure and assemble, stand main part 6's upper end is provided with the outer extension floor 5 that is higher than stand main part 6's up end, stand main part 6's lower extreme has the outer extension floor 5 that is less than stand main part 6's lower terminal surface, on the same with, outer extension floor 5 here also is the vertical template of pouring as the component, thereby reduce cast in situ concrete modulus.

According to the utility model discloses an embodiment, the length that exposes of the connecting reinforcement 1 of the upper end of each concrete wall 100 and lower extreme is the same with the length that exposes of the connecting reinforcement 1 of the respective upper end of first concrete stand 200, second concrete stand 300 and third concrete stand 400 and lower extreme, makes things convenient for this assembled concrete to assemble the standardized modularization of structure to assemble.

According to the utility model discloses a specific embodiment, wall panel 101 is including opening wall panel 101 that has the window hole and the wall panel 101 that does not have the entrance to a cave to through introducing wall panel 101 of different dimensions (especially different width dimension), through the multiple combination mode of assembling, with adaptation different building space function demands, see specifically fig. 1 and fig. 6, can see out the wall panel 101 of multiple width dimension in fig. 1, open the wall panel 101 that has the window hole or do not open the window hole, fig. 6 shows a wall panel 101 that does not open the window hole specially, its width is moderate, has 4 ribs 102.

According to the utility model discloses an embodiment, a plurality of concrete wall 100 and first concrete column 200, second concrete column 300 and third concrete column 400 splice into the house profile structure that has a plurality of rooms along the horizontal direction, of course, in order to form a plurality of rooms, first concrete column 200, second concrete column 300 and third concrete column 400 are also a plurality of, and in addition, this assembled concrete assembly structure can form 2 at least storied buildings, and the construction forming method of each story of building is the same.

Specifically, the construction forming method of the fabricated concrete assembled structure may be:

referring to fig. 8, in the first step, positioning, hoisting and fixing the first layer of concrete upright post assembly, specifically, a first concrete upright post 200, a second concrete upright post 300 and a third concrete upright post 400 may be arranged at a plurality of predetermined points;

referring to fig. 1, in the second step, a first layer of a plurality of concrete walls 100 are positioned, hoisted and fixed, so that the first layer of the concrete walls, the second layer of the concrete walls and the first concrete upright column 200, the second concrete upright column 300 and the third concrete upright column 400 are spliced into a house outline structure;

referring to fig. 1, in the third step, high-performance concrete connection anchoring is performed on the connecting steel bars 1 at the lower ends of the first concrete wall 100 and the connecting steel bars 1 at the lower ends of the first concrete upright column 200, the second concrete upright column 300 and the third concrete upright column 400, so as to realize effective connection between the member and the bottom foundation 3;

referring to fig. 9, in the fourth step, a concrete floor slab (top concrete floor slab 4) is poured above the concrete wall 100 and the concrete column assembly, so that a layer of prefabricated components and the floor slab form an integral structure;

referring to fig. 10, in the fifth step, referring to the first step and the second step, positioning, hoisting and fixing the concrete column assembly and the concrete column assembly on the second layer are completed, and high-performance concrete connection anchoring is performed on the connecting steel bars 1 at the bottom of the prefabricated members on the second layer, so as to realize effective connection between the prefabricated members on the second layer and the first layer and the floor slab, and in combination with fig. 5, after the second concrete columns 300 in the first layer and the second layer are butted with the concrete wall 100 through the connecting steel bars 1, high-performance concrete connection anchoring is performed at the butted positions;

and sixthly, pouring a top concrete floor slab at the upper end of the second layer of prefabricated parts to finish the assembly construction of the main structure of the building.

The above description is only exemplary of the present application and should not be taken as limiting the present application, as any modification, equivalent replacement, or improvement made within the spirit and principle of the present application should be included in the protection scope of the present application.

Claims (10)

1. The utility model provides a structure is assembled to assembled concrete which characterized in that includes:

the concrete wall comprises a plurality of concrete walls, wherein the upper end and the lower end of each concrete wall are provided with connecting steel bars;

the concrete upright post assembly at least comprises a first concrete upright post, a second concrete upright post and a third concrete upright post, wherein the upper ends and the lower ends of the first concrete upright post, the second concrete upright post and the third concrete upright post are respectively provided with a connecting steel bar, the cross section of the first concrete upright post is rectangular, the cross section of the second concrete upright post is L-shaped, and the cross section of the third concrete upright post is T-shaped;

the plurality of concrete walls, the first concrete upright column, the second concrete upright column and the third concrete upright column are spliced into a house outline structure along the horizontal direction;

the connecting steel bars at the lower ends of the concrete walls and the connecting steel bars at the lower ends of the first concrete upright, the second concrete upright and the third concrete upright are connected to the concrete anchoring layer structure and are connected to a bottom foundation through the concrete anchoring layer structure;

and the connecting steel bars at the upper ends of the concrete walls and the connecting steel bars at the upper ends of the first concrete upright, the second concrete upright and the third concrete upright are connected to the top concrete floor.

2. The fabricated concrete assembling structure according to claim 1, wherein the concrete wall body comprises a wall panel and a rib which is arranged on one side of the wall panel and extends in the vertical direction, and connecting steel bars are arranged at the upper end and the lower end of the rib.

3. The fabricated concrete assembly structure according to claim 2, wherein the upper end of the wall panel has an outwardly extending rib that is higher than the upper end surface of the rib, and the lower end surface of the wall panel has an outwardly extending rib that is lower than the lower end surface of the rib.

4. The fabricated concrete deck structure of claim 2, wherein the wall panel has a thickness corresponding to a thickness of the ribs.

5. The fabricated concrete deck structure of claim 4, wherein the first, second and third concrete columns are each attached to a horizontal side end of the corresponding wall panel.

6. The fabricated concrete deck structure of claim 5, wherein the first concrete column, the second concrete column, and the third concrete column each have a thickness corresponding to a thickness of the rib.

7. The fabricated concrete deck structure according to claim 6, wherein the second concrete column and the third concrete column each include a column main body having a height corresponding to a height of the rib, an outer extending rib higher than an upper end surface of the column main body is provided at an upper end of the column main body, and an outer extending rib lower than a lower end surface of the column main body is provided at a lower end of the column main body.

8. The fabricated concrete assembly structure according to claim 6, wherein the exposed lengths of the connecting bars at the upper and lower ends of each concrete wall are the same as the exposed lengths of the connecting bars at the upper and lower ends of each of the first, second and third concrete columns.

9. The fabricated concrete assembly structure according to claim 2, wherein the wall panels comprise wall panels with window openings and wall panels without openings.

10. The fabricated concrete deck structure of any one of claims 1 to 9, wherein the plurality of concrete walls and the first, second and third concrete columns are horizontally spliced into a house profile structure having a plurality of rooms.

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