CN214784104U - Foundation structure and building structure - Google Patents

Abstract

The utility model discloses a foundation structure and building structure, foundation structure include the base member layer, stock and base, and the base member layer is arranged in to the one end of stock, and the base member layer is stretched out to the other end of stock, is provided with the stock hole on the base, and the stock passes the stock hole, base and stock fixed connection. Through set up the base on the base member layer, interim building installation has raised the mounting height of interim building on the base, avoids interim building and ground contact to wet or by the water logging soaking to improve interim building structure's life.

Description

Foundation structure and building structure

Technical Field

The utility model belongs to the technical field of the temporary architecture and specifically relates to a foundation structure and building structure are related to.

Background

At present, temporary buildings (such as project temporary offices, lodging rooms, emergency hospitals and the like) are widely applied, the temporary buildings are usually directly installed on a concrete ground or other foundation surfaces of flat sites, and the ground of the temporary buildings is affected with damp and even soaked by water, so that the service life of the temporary buildings is influenced.

Disclosure of Invention

The utility model discloses aim at solving one of the technical problem that exists among the prior art at least. Therefore, the utility model provides a foundation structure is provided with the base on the base member layer, with interim architectural mounting on the base to avoid interim building's ground to wet or invade the bubble by water.

The foundation structure according to an embodiment of the first aspect of the present invention comprises,

a substrate layer;

one end of the anchor rod is inserted into the base body layer, and the other end of the anchor rod extends out of the base body soil layer;

the base, be provided with the stock hole on the base, the stock passes the stock hole, the base with the stock is connected.

According to the utility model discloses support assembly has following technological effect at least: set up the base on the base member layer, with interim building installation on the base, avoid interim building direct with the ground contact wet or by the water logging soaking to improve interim building's life.

According to some embodiments of the invention, the base with detachable connection between the stock.

According to some embodiments of the invention, the base with through threaded fastener fixed connection between the stock.

According to some embodiments of the present invention, the base with still be provided with leveling device between the base member layer, leveling device be used for with the base leveling.

According to some embodiments of the invention, the leveling device is a leveling nut, the leveling nut passes the anchor rod.

According to some embodiments of the invention, the base body layer and the base are provided with a filling layer therebetween.

According to some embodiments of the present invention, further comprising, a positioning member, the positioning member being disposed on the base, the positioning member including the positioning protruding rod.

According to some embodiments of the invention, the positioning lug is close to the cross-sectional area of the one end of the base is greater than the positioning lug is away from the cross-sectional area of the one end of the base.

According to some embodiments of the invention, the cross-section of the positioning lug is circular or cross-shaped.

According to the utility model discloses building structure of second aspect embodiment, including the foundation structure of the above-mentioned first aspect embodiment.

Additional aspects and advantages of the invention 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 invention.

Drawings

Fig. 1 is a schematic view showing a partial structure of a foundation structure according to an embodiment of the present invention;

fig. 2 is a schematic view of a foundation structure according to an embodiment of the present invention;

fig. 3 is a schematic view of the building structure according to an embodiment of the present invention;

fig. 4 is a top view of the first positioning plate according to an embodiment of the present invention;

fig. 5 is a front view of the base according to an embodiment of the present invention;

fig. 6 is a top view of a positioning member according to an embodiment of the present invention;

FIG. 7 is a cross-sectional view of section A-A of FIG. 6;

fig. 8 is a top view of a positioning member according to an embodiment of the present invention;

fig. 9 is a sectional view of section B-B in fig. 8.

Reference numerals:

the foundation structure 100, the base layer 110, the anchor rods 120, the foundation 130, the first plate 131, the second plate 132, the anchor rod holes 1321, the reinforcing ribs 133, the positioning members 140, the base plate 141, the positioning convex rods 142, the positioning assemblies 150, the first positioning plate 151, the first positioning holes 1511, the second positioning plate 152, the third positioning plate 153, the fourth positioning plate 154, the leveling devices 160, the threaded fasteners 170 and the filling layer 180;

a box house 200.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.

In the description of the present invention, it should be understood that the terms "upper", "lower", "left" and "right" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed 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 in specific cases to those skilled in the art.

A foundation structure according to an embodiment of the present invention is described below with reference to fig. 1 to 2.

As shown in fig. 1 and 2, the foundation structure according to the present invention includes a base layer 110, an anchor rod, and a foundation. Wherein one end of the anchor rod 120 is inserted into the base layer 110 and the other end of the anchor rod 120 protrudes out of the base layer 110. An anchor rod 120 hole is formed in the base, the anchor rod 120 penetrates through the anchor rod hole, and the base is fixedly connected with the anchor rod 120.

Specifically, the anchor 120 may be an embedded anchor or a post-implanted anchor. When stock 120 is pre-buried formula stock, for the firm of foundation structure, need pre-buried a plurality of stocks 120 in general, in order to guarantee that the in-process stock 120 of concreting can stabilize not taking place the slope, set up locating component 150 and stock 120 fixed connection. The positioning assembly 150 includes a first positioning plate 151 and a second positioning plate 152, the first positioning plate 151 and the second positioning plate 152 are arranged in parallel, a first positioning hole 1511 is formed in the first positioning plate 151, a plurality of first positioning holes 1511 are formed in the first positioning plate 151, the number of the first positioning holes 1511 is consistent with the number of the anchor rods 120 to be fixed, and the second positioning plate 152 is identical to the first positioning plate 151 in structure. The anchor rod passes through the first positioning plate 151 and the second positioning plate 152, and the first positioning plate 151 and the second positioning plate 152 are connected through the third positioning plate 153 and the fourth positioning plate 154, specifically, the third positioning plate 153 is perpendicular to the first positioning plate 151 and the second positioning plate 152, and the fourth positioning plate 154 is obliquely arranged relative to the first positioning plate 151 and the second positioning plate 152. The anchor rod 120, the first positioning plate 151, the second positioning plate 152, the third positioning plate 153 and the fourth positioning plate 154 form a frame structure, the frame structure is fixed with a steel bar, concrete is poured, the positioning assembly 159 is covered by the concrete, one end of the anchor rod 120 is covered by the concrete, the other end of the anchor rod 120 extends out of the concrete, and the base layer 110 is formed after the concrete is solidified. The pre-buried anchor rod can be an L-shaped pre-buried anchor rod as shown in fig. 1, and can also be a pre-buried anchor rod with other structures.

When the anchor rod 120 is a post-planting anchor rod, concrete is poured to form the base layer 110, after the concrete is solidified, holes are drilled in the concrete, the post-planting anchor rod is inserted into the drilled holes after the drilled holes are cleaned up, and then the planting bar glue is poured into the drilled holes until the planting bar glue is solidified. In order to secure the installation position of the anchor 120, the first locating plate 151 may be used to assist drilling, so that the accuracy of the drilling position can be secured, and the construction efficiency can be improved.

The base 130 may be constructed as shown in fig. 1 and 5, and includes a first plate 131 and a second plate 132, the first plate 131 is disposed in parallel with the second plate 132, a reinforcing rib 133 is disposed between the first plate 131 and the second plate 132, and the height of the base 130 is set according to actual requirements. The base 130 may be made of i-steel, H-steel, square steel pipe, etc. The base 130 is provided with a plurality of anchor holes 1321, and the size of the anchor holes 1321 is matched with the diameter of the anchor rod 120. Specifically, the anchor hole 1321 is provided on the second plate 132, the anchor hole 1321 may be a circular hole or an elongated circular hole, and the anchor 120 passes through the anchor hole 1321, so that the base 130 is disposed above the base layer 110, and then the base 130 is fixedly connected to the anchor 120, thereby forming a stable foundation structure, and then the temporary building is installed on the base 130, thereby completing the installation of the temporary building.

Through set up base 130 on base member layer 110, can effectually raise foundation structure 100, the temporary building is installed on the foundation structure 100 of raising, compares in direct with the temporary building installation subaerial, can avoid the risk that the temporary building is steeped by the water. In addition, the temporary building is lifted, and a space can be provided for external connection of pipelines such as drainage pipelines in the temporary building.

In some embodiments of the present invention, the base 130 is detachably connected to the anchor 120. Specifically, for example, positioning holes are formed in the side portions of the anchor bar 120, and the base 130 is fixed to the anchor bar by passing the positioning pins through the positioning holes, thereby restricting the up-and-down movement of the base 130 along the anchor bar 120. By arranging the base 130 and the anchor rod 120 to be detachable, different types of bases can be replaced conveniently to meet use requirements.

In some embodiments of the present invention, the base 130 and the anchor bar 120 are fixedly connected by a threaded fastener 170. Specifically, the threaded fastener 170 is a nut, and the threaded fastener 170 passes through the anchor bar 120 to secure the base 130 to the anchor bar 120.

In some embodiments of the present invention, a leveling device 160 is further disposed between the base 130 and the substrate layer 110, and the leveling device 160 is used for leveling the base 130. Because concrete's ground or other basic planes are difficult to the accuracy and level, the installation accuracy of interim building is difficult to satisfy waterproof node structure, construction requirements such as structure are assembled to the box, through set up levelling device 160 between base 130 and base member layer 110, can adjust the levelness of base 130, thereby make interim building install on the base 130 that is in the horizontality, thereby make the installation progress of interim building satisfy the construction requirement that waterproof node structure and box assembled the structure, thereby improve the installation quality of interim building, and then improve the life of interim building.

In some embodiments of the present invention, the leveling device 160 is a leveling nut that passes through the anchor rod 120. Specifically, the leveling nut penetrates through the anchor rod 120 and is arranged between the base layer 110 and the base 130, when the levelness of the base 130 needs to be adjusted, the leveling nut is only needed to be adjusted, the adjusting mode is simple, the cost is low, accurate leveling is not needed to be performed in the manufacturing process of the base layer 110, the construction time is saved, and the construction efficiency is improved.

In some embodiments of the present invention, a filling layer 180 is further disposed between the substrate layer 110 and the base 130. Specifically, since the leveling device 160 is disposed between the base layer 110 and the foundation 130, after the leveling operation of the foundation 130, a gap may exist between the foundation 130 and the base layer 110, which affects the stability of the foundation structure 100, in order to stabilize the foundation structure 100, a gap between the base layer 110 and the foundation 130 is filled with fine aggregate concrete or grouting material to form a filling layer 180, and the base layer 110 and the foundation are fixedly connected through the filling layer 180, so as to stabilize the foundation structure 100.

In some embodiments of the present invention, the positioning member 140 is further included, the positioning member 140 is disposed on the base 130, and the positioning member 140 includes a positioning protruding rod 142. Specifically, the positioning member 140 includes a base plate 141 and a positioning protruding rod 142, the positioning protruding rod 142 is disposed on the base plate 141, and the positioning protruding rod 142 is disposed perpendicular to the base plate 141. As shown in fig. 3 and 6, the base plate 141 is a square plate, the positioning protruding rods 142 are respectively disposed at four corners of the base plate 141, and the positioning protruding rods 142 are fixedly connected to the base plate 141 by welding. The distance between the positioning convex rods 142 is determined according to the positions of the round holes at the four corners of the bottom frame beam of the box room 200 of the temporary building and the design clearance between the box rooms, and the diameter of the positioning convex rods 142 is matched with the holes at the bottoms of the four corners of the bottom frame beam of the box room of the temporary building. When the temporary-built box house 200 is installed, the circular hole of the bottom frame beam of the temporary-built box house 200 is aligned with the positioning protruding rod 142, so that the temporary-built box house 200 is placed on the base 130. It is understood that other numbers of positioning protruding rods, such as 1 or 2, may also be disposed on the base plate 141 according to actual requirements, and the positioning protruding rods 142 may also be disposed directly on the base 130, and by the arrangement of the positioning protruding rods 142, precise positioning between the temporary building box 200 and the foundation structure 100 may be achieved.

In some embodiments of the present invention, the cross-sectional area of the end of the positioning lug 142 near the base 130 is larger than the cross-sectional area of the end of the positioning lug 142 away from the base 130. Specifically, as shown in fig. 6 to 7, the positioning protrusion bar 142 may have a tapered pillar structure, and the cross-sectional area of the upper end of the tapered pillar is smaller than that of the lower end of the tapered pillar. Through setting up location lug pole 142 to big end down's structure, be convenient for insert location lug pole 142 in the round hole of the bottom frame of the box room 200 of temporary building, because the upper end of location lug pole 142 is less, even there is some positional deviation between the round hole of the box room 200 bottom frame of temporary building and the location lug pole 142, but location lug pole 142 still is in the within range of round hole, make the temporary building aim at the location, after the temporary building is placed, with the bottom frame of the box room 200 of temporary building through the welding, positioning element 140 and base 130 welded fastening, thereby fix the temporary building on foundation structure 100.

In some embodiments of the present invention, as shown in fig. 6 to 7, the cross section of the positioning protrusion bar 142 may be circular, and the cross sectional area of the upper end of the positioning protrusion bar 142 is smaller than that of the lower end; in addition, as shown in fig. 8 to 9, the positioning protruding rod 142 may also be formed by splicing metal sheets, the metal sheets are distributed in a cross shape, and the cross section of the upper end of the spliced metal sheets is smaller than that of the lower end of the spliced metal sheets.

The building structure according to the second aspect of the present invention comprises the foundation structure 100 of the first aspect of the embodiment described above.

With the above embodiments in mind, according to the utility model discloses a building structure's construction method of embodiment includes the step:

(1) fixing the pre-embedded anchor rods on the reinforcing steel bars, and then pouring concrete; or pouring concrete, inserting the post-implanted anchor rod into the drilled hole in the concrete drilled hole, and then pouring the bar-implanted glue into the drilled hole.

(2) Screwing the leveling nut on the anchor rod 120;

(3) securing the positioning member 140 to the base 130, aligning the anchor bore 1321 of the base 130 with the anchor bar 120, and placing the base 130 on the anchor bar 120;

(4) adjusting the leveling nut to make the base 130 in a horizontal state;

(5) the base 130 is secured to the anchor bar 120 using threaded fasteners 170.

(6) Filling with fine aggregate concrete or grout between the base layer 110 and the foundation 130;

(7) the circular hole of the bottom frame beam of the housing 200 of the temporary building is aligned with the positioning lug 142, the temporary building is placed on the base 130, and then the bottom frame beam of the housing 200 of the temporary building, the positioning member 140 and the base 130 are welded and fixed, thereby fixing the temporary building on the foundation structure 100.

While embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.

Claims (10)

1. A foundation structure, characterized in that it comprises,

a substrate layer;

one end of the anchor rod is arranged on the base body layer, and the other end of the anchor rod extends out of the base body layer;

the base, be provided with the stock hole on the base, the stock passes the stock hole, the base with the stock is connected.

2. A foundation structure as claimed in claim 1, wherein the base is detachably connected to the anchor.

3. A foundation structure as claimed in claim 2, wherein the base is fixedly connected to the anchor by threaded fasteners.

4. A foundation structure according to any one of claims 1-3, wherein a levelling device is further arranged between the foundation and the base layer, said levelling device being adapted to level the foundation.

5. A foundation structure according to claim 4, wherein the levelling means is a levelling nut which passes through the anchor rods.

6. A foundation structure according to claim 4, wherein a filler layer is further provided between the base layer and the foundation.

7. A foundation structure as claimed in claim 1, further comprising a locating member provided on the base, the locating member comprising a locating lug.

8. A foundation structure according to claim 7, wherein the cross-sectional area of the end of the positioning lug near the base is larger than the cross-sectional area of the end of the positioning lug remote from the base.

9. A foundation structure according to claim 8, wherein the positioning lugs are circular or cross-shaped in cross-section.

10. Building structure, characterized in that it comprises a foundation structure according to any one of claims 1 to 9.

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