CN214833700U - Wall body bearing structure of high strength building - Google Patents

Abstract

The utility model relates to the technical field of building structures, and discloses a wall body bearing structure of high-strength building, which comprises a bearing base, wherein a first through groove is formed in the bearing base in a penetrating way, a round head and a spring are respectively and movably connected in the first through groove, an embedded inner column is fixedly connected at the bottom end of the round head, an embedded outer column is fixedly installed at the bottom end of the bearing base, the wall body bearing structure of the high-strength building is characterized in that the concave bearing base is embedded into the ground, then the lower surface of the bearing base is inserted into deeper soil through the embedded outer column, then a layer of embedded inner column is arranged in the embedded outer column, the embedded inner column is pressed down and inserted into the soil deeper than the embedded depth of the embedded outer column by utilizing the pressing down of an inner base block which is continuously placed in the upper part of the embedded inner column, thus the ground holding force of the whole bearing base on the ground can be ensured, and then guarantee the subsequent shock resistance of whole wall body, improve the security.

Description

Wall body bearing structure of high strength building

Technical Field

The utility model relates to a building structure technical field specifically is a wall body bearing structure of high strength building.

Background

Building wall subaerial basic unit load-bearing structure is the basis of the maximum strength that whole wall body can reach, building load-bearing structure not only can influence the intensity of wall body, still can influence the land fertility of grabbing of whole wall body, if load-bearing structure is reasonable inadequately, then whole wall body can directly be pulled up and empty even the root owing to the land fertility of grabbing inadequately when taking place the earthquake, can seriously harm people's safety when taking place the earthquake like this, and current ground load-bearing structure mostly realizes being connected between ground and the ground through pouring cement mortar backward, but such mode ground load-bearing structure's land fertility of grabbing is not strong, in case take place earthquake wall body vibrations will be pulled up even whole ground, such load-bearing structure security is not high, for this we propose a wall body load-bearing structure of high strength building.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model provides a wall body bearing structure of high strength building possesses the advantage of grabbing land fertility reinforce, security height, convenient to use, has solved the problem that proposes among the above-mentioned background art.

The utility model provides a following technical scheme: the utility model provides a wall body bearing structure of high strength building, includes the bearing base, run through in the bearing base and seted up first logical groove, swing joint has button head and spring respectively in the first logical inslot, the post in the bottom fixedly connected with embedding of button head, the bottom fixed mounting of bearing base has the outer post of embedding, run through on the bearing base and seted up the second through-groove, the last surface movable mounting of bearing base has interior basic block, run through in the interior basic block and be connected the steel column, the both sides difference fixed mounting of interior basic block upper surface has the side shield.

Preferably, the number of the first through grooves is four, round heads are arranged in two rows at two ends of the first through grooves, and springs are arranged in two rows in the middle of the first through grooves.

Preferably, the embedded inner column is movably connected inside the embedded outer column, and the spring can jack up the inner base block to ensure that the embedded inner column cannot be inserted into the soil in a normal state when the bearing base is integrally embedded into the ground.

Preferably, the embedded outer column is a circular truncated cone structure with a hollow upper half part of the cylinder with a small lower half part diameter.

Preferably, the bearing base is concave in shape, and the concave shape is placed and installed on the ground above two sides.

Preferably, the connecting steel column penetrates through the interior of the bearing base and the inner base and extends to the lower surface of the bearing base, and the bottom end of the connecting steel column is fixedly welded to the lower surface of the bearing base and is provided with a limiting end.

Compared with the prior art, the utility model discloses possess following beneficial effect:

1. this wall body bearing structure of high strength building, through the bearing base embedding with the spill in ground, then insert in darker earth through the embedding outer post at the lower surface of bearing base, then set up one deck embedding inner post again in the embedding outer post, utilize the top follow-up to put into the pushing down of the interior base block wherein with the embedding inner post pushing down insert than the embedding outer post embedding degree of depth still dark earth in, can guarantee like this that whole bearing base is to the land fertility of grabbing on ground, and then guarantee the subsequent shock resistance of whole wall body, the security is improved.

2. This wall body bearing structure of high strength building, through run through bearing base and interior base block inside and utilize the spacing end of welded to be connected to the outside lower surface of bearing base and together imbed subaerially with connecting the steel column, then make the wall body bottom of connecting the steel column and building up with interior base block top melt into a whole again, the wall body will form a whole with the bearing structure of bottom like this, can receive bottom bearing structure's strong spacing nature and grab the land fertility and reduce the probability that the wall body took place to empty when taking place the wall body and rocking, resident's safety has been protected to a certain extent.

Drawings

Fig. 1 is a schematic top view of the present invention;

FIG. 2 is a schematic cross-sectional view taken along line A-A of FIG. 1 according to the present invention;

FIG. 3 is a schematic cross-sectional view taken along line B-B of FIG. 1 according to the present invention;

FIG. 4 is a schematic cross-sectional view taken at C-C of FIG. 1 according to the present invention;

fig. 5 is the schematic view of the three-dimensional structure of the inner substrate removing device of the present invention.

In the figure: 1. a load-bearing base; 2. a first through groove; 3. a round head; 4. embedding the inner column; 5. embedding an outer column; 6. a second through groove; 7. an inner base block; 8. connecting the steel columns; 9. a side dam; 10. a spring.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-5, a wall body bearing structure of a high-strength building comprises a bearing base 1, a first through groove 2 is formed in the bearing base 1 in a penetrating mode, a round head 3 and a spring 10 are respectively and movably connected in the first through groove 2, an embedded inner column 4 is fixedly connected to the bottom end of the round head 3, an embedded outer column 5 is fixedly installed at the bottom end of the bearing base 1, a second through groove 6 is formed in the bearing base 1 in a penetrating mode, an inner base block 7 is movably installed on the upper surface of the bearing base 1, a connecting steel column 8 is connected in the inner base block 7 in a penetrating mode, and side baffles 9 are respectively and fixedly installed on two sides of the upper surface of the inner base block 7.

Wherein, the quantity that first logical groove 2 is four rows, installs button head 3 in two rows at first logical groove 2 both ends, and spring 10 is installed to two rows in the centre, and the embedding inner prop 4 that can utilize the first logical groove 2 in the outside to install button head 3 and the installation of 3 lower extremes of button head realizes grabbing ground in the whole embedding inner prop 4 embedding earth of outer lane like this to improve whole load-carrying members's the power of grabbing.

Wherein, post 4 is swing joint in the embedding inside of post 5 outside, spring 10 can guarantee to imbed in the post 4 can not insert in the soil with interior base block 7 jack-up under the normal condition when bearing base 1 is whole to be embedded into the ground, can utilize embedding post 5 to carry out preliminary spacing fixed earlier when preceding installation bearing base 1 is inside to the ground like this, the later stage realizes further fixed to whole bearing structure through embedding post 4 again, and then guarantees that whole process is effectual to be implemented according to the order.

The embedded outer column 5 is a hollow circular truncated cone structure when the upper half part of the cylinder with the small diameter of the lower half part is hollow, so that the bearing base 1 can be well inserted when being embedded into the ground, the connecting part with the thicker upper part and the lower surface of the bearing base 1 can ensure that the bearing capacity of the whole bearing structure is larger, the strength of the whole structure is ensured, and the upper limit of the strength of the building wall is further improved.

The bearing base 1 is concave and the upper parts of two sides of the concave shape are positioned on the ground for placing and installing, so that the bearing structure can be propped against the ground by means of the extending parts of the two sides when the bearing structure is stressed by a force in the lateral direction, and the bearing structure is embedded into the ground by combining with the concave integral structure, so that the impact strength of the bearing structure can be well improved.

Wherein, connect the steel column 8 and run through in bearing base 1 and interior base block 7 inside and extend to bearing base 1's lower surface, the bottom of connecting the steel column 8 is located bearing base 1's lower fixed surface welding has spacing end, it will just can form a whole with whole bearing like this to connect the steel column 8, and the rethread can make after the upper surface of interior base block 7 pours into cement mortar and connect the top of steel column 8 and form a whole again between the building wall, just so can make the wall body form a complete whole with the load-carrying members of bottom, and then improve the intensity of wall body.

The working principle is as follows: during the use, dig out corresponding recess on ground in advance, place button head 3 in leading to groove 2 to first, it connects to run through interior base block 7 and bearing base 1 with connecting the steel column 8, then spacing head on the bottom welding of connecting the steel column 8, then put into bearing base 1 whole in the recess in advance, will imbed outer post 5 and impress in the soil, then push down interior base block 7 again, interior base block 7 pushes down will imbed interior post 4 and extrude from imbedding outer post 5 and insert deeper position again, then at the upper surface of interior base block 7 and at the spacing of two side shields 9 on both sides to surface pouring cement mortar with connecting steel column 8 and wall body fixation and fuse as an organic whole, accomplish the fixed to bearing structure.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Also in the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and for simplicity of description, and do not indicate or imply that the equipment or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. In addition, in the drawings of the present invention, the filling pattern is only for distinguishing the pattern layer, and is not limited to any other pattern.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a wall body bearing structure of high strength building, includes bearing base (1), its characterized in that: run through in bearing base (1) and seted up first logical groove (2), first logical groove (2) interior swing joint respectively has button head (3) and spring (10), post (4) in the bottom fixedly connected with embedding of button head (3), the bottom fixed mounting of bearing base (1) has the outer post (5) of embedding, run through on bearing base (1) and seted up second through-groove (6), the last movable surface mounting of bearing base (1) has interior base block (7), it has connection steel column (8) to run through in interior base block (7), the both sides difference fixed mounting of interior base block (7) upper surface has side shield (9).

2. A high strength structural wall load bearing structure according to claim 1, wherein: the number of the first through grooves (2) is four, round heads (3) are arranged in two rows at two ends of the first through grooves (2), and springs (10) are arranged in the two rows in the middle.

3. A high strength structural wall load bearing structure according to claim 1, wherein: the embedded inner column (4) is movably connected inside the embedded outer column (5), and the spring (10) can jack up the inner base block (7) to ensure that the embedded inner column (4) cannot be inserted into soil in a normal state when the bearing base (1) is integrally embedded into the ground.

4. A high strength structural wall load bearing structure according to claim 1, wherein: the embedded outer column (5) is a round table structure with a hollow upper half part of a cylinder with a small lower half part diameter.

5. A high strength structural wall load bearing structure according to claim 1, wherein: the bearing base (1) is concave and is placed and installed on the ground above two concave sides.

6. A high strength structural wall load bearing structure according to claim 1, wherein: the connecting steel column (8) penetrates through the interior of the bearing base (1) and the inner base block (7) and extends to the lower surface of the bearing base (1), and a limiting end is fixedly welded at the bottom end of the connecting steel column (8) on the lower surface of the bearing base (1).

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