CN217630660U

CN217630660U - Integrated wall structure

Info

Publication number: CN217630660U
Application number: CN202221742943.8U
Authority: CN
Inventors: 李家波
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-07-07
Filing date: 2022-07-07
Publication date: 2022-10-21
Anticipated expiration: 2032-07-07

Abstract

The utility model provides an integration wall structure relates to construction technical field. Comprises steel bars, concrete, wall bricks and water and electricity pipelines; the bottom of the steel bar is connected with the bottom foundation, and the steel bar is arranged upwards at intervals along the bottom foundation; the wall tiles comprise inner wall tiles and outer wall tiles, the inner wall tiles and the outer wall tiles are respectively arranged on two sides of the reinforcing steel bars, and the inner wall tiles and the outer wall tiles are all through wall tiles; inside water and electricity spool was pre-buried in interior wall brick and exterior wall brick, concrete placement was in reinforcing bar and water and electricity spool week side to form a body structure with interior wall brick and exterior wall brick. Through pouring the shaping with wall brick and reinforcing bar, concrete and water and electricity spool together, adopt the entire body wall brick to do the formwork installation of exempting from to tear open, lay the double-deck two-way reinforcing bar, the spool line box is pre-buried, concrete placement, the wall brick is once only pour with the concrete reinforcement and becomes an organic whole, makes the difficult hollowing of wall brick drop, and wall body structure is more stable firm, and the work progress is simple, uses manpower sparingly and material resources cost, and is energy-concerving and environment-protective.

Description

Integrated wall structure

Technical Field

The utility model relates to a construction technical field particularly, relates to an integration wall structure.

Background

The building industry is one of industries which consume large amount of resources at present, sustainable ecological buildings are developed along with the aggravation of the energy shortage trend, the reduction of the building energy consumption is not slow, and the building energy-saving design is an effective measure for reducing the building energy consumption and is an effective method for saving economy.

The existing wall construction in the market usually comprises the steps of fixing reinforcing steel bars, using aerated concrete blocks or hollow brick blocks as walls, and then laying wall bricks after concrete pouring is finished, wherein hollowing is easily generated in the process of laying the wall bricks, the wall bricks are easy to drop and damage, and the construction is complex and complicated, needs a large amount of labor cost, is long in time consumption and is high in manufacturing cost.

Therefore, in view of the shortcomings of the prior art, it is desirable to provide an integrated wall structure that solves the problems set forth above in the background.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an integration wall structure, it can be to the weak point among the prior art, proposes solution, and reinforced concrete, water and electricity spool and the integrative shaping of pouring of wall brick, the difficult hollowing of wall body of formation drops, uses manpower sparingly material resources cost, the firm wall body.

The embodiment of the utility model provides an integrated wall structure, which comprises steel bars, concrete, wall bricks and water and electricity wire pipes; the bottom of the steel bar is connected with a bottom foundation, and the steel bar is arranged upwards at intervals along the bottom foundation; the wall tiles comprise inner wall tiles and outer wall tiles, the inner wall tiles and the outer wall tiles are respectively arranged on two sides of the reinforcing steel bars, and the inner wall tiles and the outer wall tiles are all through wall tiles; the water and electricity spool is pre-buried in interior wall brick with inside the exterior wall tile, concrete placement in the reinforcing bar with water and electricity spool week side, and with interior wall tile with form a body structure in the exterior wall tile.

The utility model discloses an in some embodiments, the reinforcing bar includes horizontal reinforcing bar of multiunit and vertical reinforcing bar, every group horizontal reinforcing bar with vertical reinforcing bar is two liang of parallel side by side settings, multiunit horizontal reinforcing bar with vertical reinforcing bar interval cross arrangement to form two-way bilayer structure's reinforcing bar net rack.

In some embodiments of the present invention, the distance between the reinforcing bars in each set is 28-32cm.

In some embodiments of the present invention, the reinforcement bars at the corner of the reinforcement bar grid frame are reinforced by binding the stirrup.

In some embodiments of the utility model, the interior wall brick with still be equipped with high density foam insulation board in the exterior wall brick, high density foam insulation board is close to the exterior wall brick setting, just the thickness of high density foam insulation board is 5cm.

In some embodiments of the utility model, the ground heat pipe is vertically equipped with in the wall brick with the interior wall brick, the ground heat pipe is close to interior wall brick interval setting, just the mounting height of ground heat pipe is 1.8-2.2m.

In some embodiments of the invention, the geothermal pipes are arranged at 60cm intervals.

In some embodiments of the present invention, the inner wall tile has a size of 1.2m × 0.6m or 0.8m × 0.8m, and the outer wall tile has a size of 1.2m × 0.6m or 0.8m × 0.8m.

The utility model discloses an in some embodiments, the wall brick pass through outer wall brick with interior wall brick is respectively through locating the wall brick support in the reinforcing bar outside is fixed, the wall brick support includes the lateral frame and erects the support, the lateral frame with erect and to dismantle the connection between the support, the lateral frame with erect the support and can dismantle respectively and connect on supporting the steel pipe.

In some embodiments of the present invention, the wall brick support is formed by connecting rectangular steel pipes.

Compared with the prior art, the embodiment of the utility model has following advantage or beneficial effect at least:

the utility model comprises steel bars, concrete, wall bricks and water and electricity wire pipes; the bottom of the steel bar is connected with a bottom foundation, and the steel bar is arranged upwards at intervals along the bottom foundation; the wall tiles comprise inner wall tiles and outer wall tiles, the inner wall tiles and the outer wall tiles are respectively arranged on two sides of the reinforcing steel bars, and the inner wall tiles and the outer wall tiles are all through wall tiles; the water and electricity spool is pre-buried in interior wall brick with inside the exterior wall tile, concrete placement in the reinforcing bar with water and electricity spool week side, and with interior wall tile with form a body structure in the exterior wall tile. The utility model discloses a pour the shaping together wall brick and reinforcing bar, concrete and water and electricity spool, adopt the whole body wall brick to do the installation of exempting from to tear open the template, laid double-deck two-way reinforcing bar, the spool line box is pre-buried, concrete placement, the wall brick is once only pour with concrete reinforcement and is become an organic whole, the collection is pour and is decorated integratively, makes the difficult hollowing of wall brick drop, and wall body structure is more stable firm, and the work progress is simple, uses manpower sparingly and material resources cost, and is energy-concerving and environment-protective.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.

Fig. 1 is a schematic structural view of an integrated wall structure in an embodiment of the present invention;

fig. 2 is a schematic structural view of an integrated wall structure in an embodiment of the present invention during construction;

fig. 3 is a flow chart illustrating steps of a construction method of an integrated wall structure according to an embodiment of the present invention.

Reference numerals: 100. reinforcing steel bars; 101. transverse reinforcing steel bars; 102. longitudinal reinforcing steel bars; 103. hooping; 200. wall bricks; 201. inner wall bricks; 202. exterior wall tiles; 300. a hydroelectric conduit; 400. a high density foam insulation panel; 500. a geothermal pipe; 600. a G-type card; 700. a leveling device; 800. a wall brick support; 900. and (3) concrete.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the embodiments of the present invention, it should be noted that, if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, or the position or positional relationship which is usually placed when the product of the present invention is used, the description is only for convenience of description of the present invention and simplification, but the indication or suggestion that the device or element to be referred must have a specific position, be constructed and operated in a specific position, and therefore, the present invention should not be construed as being limited thereto.

Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not require that the components be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.

In the description of the embodiments of the present invention, "a plurality" means at least 2.

In the description of the embodiments of the present invention, it should be further noted that unless explicitly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.

Examples

As shown in fig. 1 to 3, fig. 1 is a schematic structural diagram of an integrated wall structure in an embodiment of the present invention; fig. 2 is a schematic structural view of an integrated wall structure in an embodiment of the present invention during construction; fig. 3 is a flow chart illustrating steps of a construction method of an integrated wall structure according to an embodiment of the present invention;

the embodiment of the application provides an integrated wall structure, which comprises reinforcing steel bars 100, concrete 900, wall bricks 200 and a water and electricity conduit 300; the bottom of the steel bar 100 is connected with the bottom foundation, and the steel bar 100 is arranged upwards at intervals along the bottom foundation; the wall tiles 200 comprise inner wall tiles 201 and outer wall tiles 202, the inner wall tiles 201 and the outer wall tiles 202 are respectively arranged on two sides of the steel bars 100, wherein the inner wall tiles 201 and the outer wall tiles 202 are all the wall tiles 200; inside water electric conduit 300 was pre-buried in interior wall brick 201 and exterior wall brick 202, concrete 900 was pour in reinforcing bar 100 and water electric conduit 300 week side to form an organic whole structure with interior wall brick 201 and exterior wall brick 202.

The utility model comprises a steel bar 100, concrete 900, wall bricks 200 and a water and electricity conduit 300; the bottom of the steel bar 100 is connected with the bottom foundation, and the steel bar 100 is arranged upwards at intervals along the bottom foundation; the wall tiles 200 comprise inner wall tiles 201 and outer wall tiles 202, the inner wall tiles 201 and the outer wall tiles 202 are respectively arranged on two sides of the steel bars 100, wherein the inner wall tiles 201 and the outer wall tiles 202 are all the wall tiles 200; inside water electric conduit 300 was pre-buried in interior wall brick 201 and exterior wall brick 202, concrete 900 was pour in reinforcing bar 100 and water electric conduit 300 week side to form an organic whole structure with interior wall brick 201 and exterior wall brick 202. The utility model discloses a with wall brick 200 and reinforcing bar 100, concrete 900 and water and electricity spool 300 pour the shaping together, adopt whole body wall brick 200 to do the installation of exempting from to tear open the template, laid double-deck two-way reinforcing bar 100, the spool line box is pre-buried, concrete 900 pours, wall brick 200 pours as an organic wholely with concrete 900 reinforcing bar 100, the collection is built and is decorated integratively, make the difficult hollowing of wall brick 200 drop, wall body structure is more stable firm, the work progress is simple, use manpower sparingly and material resources cost, energy saving and environmental protection.

Next, an integrated wall structure in the present exemplary embodiment will be further described.

In an embodiment of the present invention, the reinforcing bars 100 include a plurality of sets of transverse reinforcing bars 101 and longitudinal reinforcing bars 102, each set of transverse reinforcing bars 101 and longitudinal reinforcing bars 102 are arranged in parallel, and the plurality of sets of transverse reinforcing bars 101 and longitudinal reinforcing bars 102 are arranged alternately at intervals to form a reinforcing bar 100 grid frame with a bidirectional double-layer structure; the bottom of a vertical steel bar 100 is connected with a bottom foundation, transverse steel bars 101 are arranged upwards at intervals along the bottom foundation, the steel bars 100 at the corners of a grid frame of the steel bars 100 are bound and reinforced through stirrups 103, the interval distance between each group of steel bars 100 is 28-32cm, preferably 30cm, the whole building is connected by the steel bars 100 except door openings and window openings, a whole building steel bar 100 grid is formed, and the firmness of the whole building is improved; the wall tiles 200 comprise inner wall tiles 201 and outer wall tiles 202, the inner wall tiles 201 and the outer wall tiles 202 are respectively arranged on two sides of the steel bars 100, wherein the inner wall tiles 201 and the outer wall tiles 202 are all the hollow wall tiles 200, the inner wall tiles 201 are 1.2m multiplied by 0.6m or 0.8m multiplied by 0.8m, and the outer wall tiles 202 are 1.2m multiplied by 0.6m or 0.8m multiplied by 0.8m;

it should be noted that 0.8m × 0.8m inner and outer wall tiles 202 are used for installation on the roof and the floor, and 1.2m × 0.6m wall tiles 200 are used for installation on the four side walls. The roof and the ground are all installed by taking the floor tiles with the thickness of 0.8m multiplied by 0.8m as the non-dismantling templates, the inner wall and the outer wall are installed by taking the floor tiles with the thickness of 1.2m multiplied by 0.6m as the non-dismantling templates, and the floor tiles are made of pure natural building materials which are alkali-resistant, high-temperature-resistant, fireproof, waterproof, nontoxic and odorless by high-temperature firing, are safe to use and improve the environmental protection and safety performance of the building.

The utility model relates to an embodiment, above-mentioned water and electricity spool 300 is pre-buried inside interior wall brick 201 and exterior wall brick 202, and the position and the length of water and electricity spool 300 are arranged according to predetermined water and electricity position and trend, and above-mentioned concrete 900 is pour in reinforcing bar 100 and water and electricity spool 300 week side to form a body structure with interior wall brick 201 and exterior wall brick 202. The double-layer bidirectional reinforcing steel bar 100 grids are laid, the line pipe box is embedded, the C30 concrete 900 is adopted for pouring, the floor tiles and the concrete 900 reinforcing steel bar 100 are poured into a whole at one time, no hollowing and falling are caused, and the stability and the service life of the wall body are improved.

As an example, the high-density foam insulation board 400 is further arranged in the inner wall tile 201 and the outer wall tile 202, the high-density foam insulation board 400 is arranged close to the outer wall tile 202, the thickness of the high-density foam insulation board 400 is 5cm, the high-density foam insulation board 400 is arranged on one side of the outer wall, the high-density foam insulation board 400 is integrally cast and molded with the wall body, the insulation board is not easy to separate or damage, the heat insulation performance is improved, and the service life of the insulation board is prolonged.

As an example, the geothermal pipes 500 are vertically arranged in the external wall tiles 202 and the internal wall tiles 201, the geothermal pipes 500 are arranged at intervals close to the internal wall tiles 201, and the installation height of the geothermal pipes 500 is 1.8-2.2m, preferably 2m.

It should be noted that, in northern cold regions, the geothermal pipe 500 is installed in the wall body, so that the heat dissipation in the house building is uniform, the height of the installation wall is 2 meters, and the indoor temperature can be rapidly increased.

The building construction process of the integrated wall structure comprises the following steps:

s110, binding of steel bars 100: connecting two reinforcing steel bars 100 arranged in parallel to the bottom foundation at intervals vertically, and distributing the two reinforcing steel bars 100 arranged in parallel to the bottom foundation at intervals upwards at intervals transversely to form a reinforcing steel bar 100 grid frame;

specifically, every group vertical reinforcing bar 100 is from strip type foundation connection, every group horizontal reinforcing bar 101 upwards the interval from the bottom sets up, every two liang of vertical reinforcing bar 100 of every group and horizontal reinforcing bar 101 set up side by side, whole wall body reinforcing bar 100 double-deck is two-way, the spacing distance between every group vertical reinforcing bar 100 and the horizontal reinforcing bar 101 is 30 centimeters, ligature vertical reinforcing bar 100 and horizontal reinforcing bar 101, wall body corner reinforcing bar 100 cages connect the wall body, whole housing construction all adopts reinforcing bar 100 to connect except that the door opening window opening, form the reinforcing bar 100 latticed type of whole building, the firmness of whole building has been increaseed.

S120, installing wall bricks 200: fixing a wall brick support 800 on the outer side of the reinforcing steel bar 100 grid frame according to the preset thickness of the wall body, and sequentially fixing the wall bricks 200 close to the inner side of the wall brick support 800;

the method comprises the following steps of determining the position of a wall brick support 800 from a steel bar 100 grid frame according to the preset wall thickness and the wall brick 200 thickness, and installing the wall brick support 800 according to the position, wherein the wall brick support 800 comprises a transverse support and a vertical support, the spacing distance between the transverse support and the vertical support is set according to the size of the wall brick 200, so that the edge of the wall brick 200 can be attached to the transverse support or the vertical support when the wall brick is installed, the wall brick 200 is fixed on the wall brick support 800 through a G-shaped clamp 600 and cannot fall off, the transverse support and the vertical support are detachably connected, the transverse support and the vertical support are respectively detachably connected to a support steel pipe, and the support steel pipe is a steel pipe which is built during building construction and is generally used for building and supporting a construction platform.

The wall brick 200 is sequentially attached to the inner side of the wall brick support 800, and the wall brick 200 is fixed to the wall brick support 800 by a tool clamp, as described in the following steps. Generally, the wall tiles 200 are installed in sequence from the bottom or the end, so that the connectivity between the wall tiles 200 and the wall tiles 200 is ensured, and the cutting positions of the wall tiles 200 are located at the edges, thereby enhancing the appearance.

It should be noted that, after the wall tiles 200 are attached to the wall tile support 800, because gaps exist between adjacent wall tiles 200, the attachment of the wall tiles 200 may be uneven, and unevenness of the wall tiles 200 after casting is avoided, and during installation, a plurality of leveling devices 700 are fixed at the gaps to keep the adjacent wall tiles 200 flush.

S130, hydroelectric installation: embedding the water and electricity conduit 300 inside the wall brick 200 according to the preset position of water and electricity;

the water and electricity line pipe 300 is embedded inside the wall brick 200 according to the preset position of water and electricity, if the line pipe is embedded according to the pay-off position of the jack, the water pipe is embedded according to the position of the water faucet, the water pipe is accurately embedded in the concrete 900 wall, and the service life of the water pipe can be prolonged; inside the wall tiles 200 are installed high density foam insulation panels 400 and geothermal pipes 500, wherein the high density foam insulation panels 400 are disposed adjacent to the exterior wall tiles 200 and the geothermal pipes 500 are disposed adjacent to the interior wall tiles 200.

The thickness of the high-density foam insulation panel 400 is 5cm, the height of the geothermal pipe 500 is 2m, the geothermal pipes 500 are installed at intervals of 0.6m, and the high-density foam insulation panel 400 and the geothermal pipes 500 are integrated with the wall body, so that the heat insulation performance of the wall body can be improved, the indoor temperature can be rapidly increased, and the indoor temperature can be balanced.

S140, pouring concrete 900: and pouring the stirred concrete 900 into the wall brick 200, integrally forming the concrete with the reinforcing steel bars 100, the water and electricity line pipe 300 and the wall brick 200 to form a wall body, and removing the wall brick support 800 after the wall body is fixed and formed.

Specifically, after the reinforcing steel bars 100, the water and electricity line pipes 300, the heat insulation pipes, the geothermal pipes 500 and the wall bricks 200 are installed, the C30 concrete 900 is poured into the wall bricks 200, so that the above structures are integrally formed, and the wall brick supports 800 are removed after the forming, so that an integrated wall structure is obtained.

It should be noted that the installation of the wall brick 200, the installation of water and electricity, and the pouring of the concrete 900 are all performed in one direction according to a preset distance. The wall brick 200 is washed with water to remove the release agent, then is brushed with floor equipment glue, and is mounted on the wall after the maintenance period.

As an example, when constructing a side wall, the inner water and electricity line pipe 300, the heat insulation pipe and the geothermal pipe 500 are fixed, the wall brick 200 is installed from the bottom of the wall brick support 800, after the wall brick 200 is installed in the horizontal direction, the concrete 900 is poured into the wall brick 200, and then the wall brick 200 and the concrete 900 are installed upwards from the bottom in sequence, so that the installation of the wall brick 200 and the pouring of the concrete 900 are carried out synchronously, specifically, the wall is poured once at an interval of 60cm, namely, the wall brick 200 is installed once after the height of a whole wall is installed, by adopting the building construction method, the wall structure is more stable and firm, no hollowing and falling are generated, the construction process is simple and rapid, multiple persons can be synchronously carried out, the construction efficiency is improved, and the construction cost is saved.

The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. An integrated wall structure is characterized by comprising reinforcing steel bars, concrete, wall bricks and water and electricity pipelines; the bottom of the steel bar is connected with a bottom foundation, and the steel bar is arranged upwards at intervals along the bottom foundation; the wall tiles comprise inner wall tiles and outer wall tiles, the inner wall tiles and the outer wall tiles are respectively arranged on two sides of the reinforcing steel bars, and the inner wall tiles and the outer wall tiles are all through wall tiles; the water and electricity spool is pre-buried in interior wall brick with inside the exterior wall tile, concrete placement in the reinforcing bar with water and electricity spool week side, and with interior wall tile with form a body structure in the exterior wall tile.

2. The integrated wall structure according to claim 1, wherein the reinforcing bars comprise a plurality of groups of transverse reinforcing bars and longitudinal reinforcing bars, each group of transverse reinforcing bars and longitudinal reinforcing bars are arranged in parallel in pairs, and the plurality of groups of transverse reinforcing bars and longitudinal reinforcing bars are arranged in a crossed manner at intervals to form a reinforcing bar grid frame with a bidirectional double-layer structure.

3. The integrated wall structure according to claim 2, wherein the distance between each set of reinforcing bars is 28-32cm.

4. An integral wall structure as claimed in claim 2, wherein said reinforcing bars at the corners of said reinforcing bar grid are reinforced by stirrup ties.

5. The integrated wall structure according to claim 1, wherein high-density foam heat insulation boards are further arranged in the inner wall tiles and the outer wall tiles, the high-density foam heat insulation boards are arranged close to the outer wall tiles, and the thickness of each high-density foam heat insulation board is 5cm.

6. The integrated wall structure according to claim 1, wherein geothermal pipes are vertically arranged in the external wall tiles and the internal wall tiles, the geothermal pipes are arranged at intervals close to the internal wall tiles, and the installation height of the geothermal pipes is 1.8-2.2m.

7. The integrated wall structure according to claim 6, wherein the geothermal pipes are arranged at intervals of 60 cm.

8. The integrated wall structure according to claim 1, wherein the inner wall tiles have a size of 1.2m x 0.6m or 0.8m x 0.8m, and the outer wall tiles have a size of 1.2m x 0.6m or 0.8m x 0.8m.

9. The integrated wall structure according to claim 1, wherein the wall tiles are fixed by the outer wall tiles and the inner wall tiles through wall tile brackets arranged outside the reinforcing steel bars respectively, the wall tile brackets comprise a transverse bracket and a vertical bracket, the transverse bracket and the vertical bracket are detachably connected, and the transverse bracket and the vertical bracket are detachably connected to the supporting steel pipes respectively.

10. The integrated wall structure according to claim 9, wherein the wall brick supports are formed by connecting rectangular steel pipes.