CN112654754B

CN112654754B - Steel wire shock-resistant building block brick and construction method thereof

Info

Publication number: CN112654754B
Application number: CN201980046410.0A
Authority: CN
Inventors: 金米鲁
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-07-09
Filing date: 2019-07-09
Publication date: 2022-05-27
Anticipated expiration: 2039-07-09
Also published as: CN112654754A; WO2020013557A1; KR102090080B1; KR20200005775A

Abstract

The invention relates to a steel wire seismic resistant building block brick and a construction method thereof, in particular to a steel wire seismic resistant building block brick which utilizes a modularized building block brick on a wall body of a construction structure, adopts dry construction, and can ensure that unskilled persons can keep high quality and excellent seismic resistance while maximizing construction convenience and stability by using a steel wire, and a construction method thereof.

Description

Steel wire shock-resistant building block brick and construction method thereof

Technical Field

The invention belongs to the technical field of buildings, and particularly relates to a steel wire seismic-resistant building block brick and a construction method thereof.

Background

In the building, the wall is an indispensable component element. The existing wall body is constructed by a wet method of utilizing reinforced concrete or building blocks or bricks to construct by mortar, and is the current main construction method. The wall is constructed by a wet method, so that the field material waste is large, the labor cost is increased, and the stabilization time of concrete or mortar is required, so that the problem of long construction period is caused.

In addition, since the degree of completion of quality varies depending on the skill of a technician, it is difficult to achieve a certain level in quality management. In addition, the finished wall is not flexible, so that the finished wall is often damaged by strong impact or transverse pressure, and the seismic performance which is developed in recent years is difficult to achieve. Therefore, there is a need for an unskilled craftsman to construct a wall having a certain level of quality and not requiring a long fixing time and a short construction period in a short time using the fabricated building block (patent document 1) registered in korean patent No. 10-1294363.

Disclosure of Invention

The present invention has been made to solve the above problems, and an object of the present invention is to provide a steel wire seismic resistant building block and a construction method thereof, which can enhance convenience and stability of construction using a steel wire and can maintain high quality and excellent seismic performance even by unskilled persons, while using a modular building block when constructing a wall of a building using dry construction.

To accomplish the above object, the present invention can form a rectangular parallelepiped. The building block is characterized in that more than one building block holes (110) penetrating from top to bottom are formed, steel wire through holes (121) with the diameter of the lower parts of the building block holes (110) smaller than the diameter of the upper parts are formed, fixing pin holes (111) formed at equal intervals are inserted into the outer sides of the upper steel wire through holes (121) to form a building block body (100), the steel wire through holes (121) are formed from the middle parts of the upper building block holes (110) to the lower end of a foundation so as to penetrate through steel wires (120), and when the building block bodies (100) are laminated, the upper steel wires (120) are extended to the upper parts and are respectively connected.

In one embodiment, the fixing pins 130 are inserted into the upper fixing pin insertion holes 111, and the upper fixing pins 130 are made of an elastic material to connect the upper block body 100 and the lower block body 100 to each other, thereby preventing the block bodies 100 from collapsing or becoming irregular when an external impact is applied thereto, and preventing falling.

In one embodiment, a steel wire through hole (121) base (200) of the lowermost building block body (100) in the building block bodies (100) is combined with a positioning anchor (140), a lifting ring nut (141) is combined on the upper portion of the upper positioning anchor (140), and the upper lifting ring nut (141) is characterized in that a steel wire (120) is used as a termination.

In one embodiment, the position of the lateral steel wire through hole (121) of the building block hole (110) of the upper lowermost building block body (100) is partially formed as a perfect-end steel wire link hole (102) of the steel wire (120) of the upper eye nut (141).

In one embodiment, the protrusion (103) is formed on the upper part of the upper block body (100) in order to adjust the height of the block body (100) in the same layer when the block bodies (100) are stacked.

The other side of the invention is the installation stage of the building block body (100) formed by connecting the edge part of the base (200) formed in a certain area with the steel wire linking hole (102) by the above-mentioned construction method of the steel wire shock-proof building block brick; inserting a positioning anchor (140) into a building block hole (110) of the upper building block body (100) for fixing, and then combining a lifting ring nut (141) on the upper part of the upper positioning anchor (140); a step of laminating the block body (100) without the wire link hole (102) on the upper block body (100) to a zigzag shape, and inserting the fixing pin (130) into the fixing pin insertion hole (111); a stage of stacking the building block bodies (100) according to a determined height, penetrating the building block holes (110) and the steel wire through holes (121), and inserting the steel wires (120) into the building block body (100) at the lowest end; ending the inserted steel wire (120) and the upper lifting ring nut (141); and a step of fixing the upper steel wire (120) to the uppermost building block body (100) and the top of the building.

[ PROBLEMS ] the present invention

According to the steel wire seismic-resistant building block and the construction method thereof,

first, regular building blocks can be constructed in a dry manner while using steel wires to improve construction convenience, and meanwhile, non-professional construction personnel can maintain high quality, thereby having the effect of shortening the construction period of a construction wall.

Secondly, the steel wire is used for fixing the earthquake-resistant building block in the vertical direction, so that the earthquake-resistant building block can absorb slight vibration of an earthquake and can firmly fix the original position. Therefore, the effect of extremely high building safety is obtained.

Thirdly, the modular building blocks are applicable to various plane and vertical buildings.

Fourthly, the elastic fixing pin which can deal with the impact of transverse pressure and the like is arranged in the anti-seismic device, and the anti-seismic device has the effect of excellent anti-seismic performance.

Fifth, since an unskilled person can easily perform construction according to the regulations, the applicability is extremely high.

Drawings

Fig. 1 is a four-time diagram showing the steel wire seismic resistant building block of the present invention.

Fig. 2 is a plan view of fig. 1.

FIG. 3 is a single-side view taken along line A-A of FIG. 2

FIG. 4 is a drawing showing the lowermost building block of the steel wire seismic resistant building block of the present invention.

Fig. 5 is a drawing showing the insertion of the fixing pins into the insertion holes when the steel wire seismic resistant building blocks of the present invention are stacked.

Fig. 6 to 9 are four-time views of the fixing pin shown in fig. 5 in various shapes.

FIG. 10 is a single-side view of the steel wire rope shock-resistant building blocks with steel wires inside the building hole after the stacking of the building blocks.

Fig. 11 is a diagram showing the effect of the corner part of the steel wire seismic resistant building block of the invention.

Fig. 12 and 13 are diagrams illustrating the effect of the various phenomena of the building block holes of the steel wire seismic resistant building block in a row.

FIGS. 14 to 17 are various figures of the steel wire quake-proof building block of the present invention

In the figure, 100 is a building block body; 1011 front and back chin sections; 102, steel wire link holes; 110 building block holes; 120, steel wires; 101, a chin section; 1012, two side chin parts; 103, a protrusion; 111 fixing pin insertion holes; 121, steel wire through holes; 130, a fixing pin; 132, long folding part; 141 eye nut; 131, short folding part; 140, positioning an anchor; 200, a base.

[ detailed description ] embodiments

The following is a diagram illustrating in detail the possible embodiments of the present invention. In the drawings, the same components are denoted by the same reference numerals anywhere. Specific details are given in the following description, which are provided to facilitate a more complete understanding of the present invention, and a detailed description of some functions or configurations which are not necessary in the description of the present invention will be omitted.

The terms used in the present description consider that the functions in the present invention are generally selected as widely used terms as possible, but the technology to which the present invention belongs is changed according to the intention or the case of those skilled in the art, the appearance of new technology, and the like. In addition, since a term arbitrarily selected by the applicant is described in detail in the description of the present invention, the term used in the description is not a simple term, and the meaning of the term is defined in combination with the overall meaning of the description.

When some parts of the description include some components, unless there is a particular device that is not intended, it does not exclude other components, meaning that more components may be included. Furthermore, terms such as "software," "module," and the like, when used in this specification, mean a unit of at least one skill or one action, and may be embodied as hardware or a combination of hardware and software.

Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, and the steel-wire seismic resistant building block and the construction method thereof will be described in detail.

First, we will observe steel wire shock-resistant building blocks.

Figure 1 is a perspective view of the steel wire seismic resistant building block of the present invention,

figure 2 is a plan view of figure 1,

figure 3 is a single view taken along line a-a of figure 2,

FIG. 4 is a drawing of the lowest building block of the steel wire seismic resistant building block of the invention,

FIG. 5 is a drawing showing the insertion of fixing pins into insertion holes when stacking the steel-wire seismic resistant building blocks according to the present invention,

figures 6 to 9 are perspective views of various shapes of the fixing pin shown in figure 5,

FIG. 10 is a single view of the steel ring installed inside the building block hole of the steel ring shock-resistant building block brick laminate of the present invention,

FIG. 11 is a perspective view showing the effect of the corner portions of the steel wire seismic resistant block bricks of the present invention,

figures 12 and 13 are drawings of various phenomena of the steel wire seismic resistant building block of the present invention,

fig. 14 to 17 are drawings showing various phenomena of the steel wire seismic resistant building block of the present invention.

Referring to fig. 1 or 15, the steel wire seismic-resistant building block of the present invention has a rectangular parallelepiped shape, and has one or more building blocks (110) penetrating from top to bottom, and a steel wire through hole (121) having a diameter smaller at a lower portion of an upper building block (110) than at an upper portion thereof. The left side of the upper steel wire through hole (121) is formed with a building block body (100) with equidistant fixing pin insertion holes (111). More specifically, the through hole (121) through which the steel wire (120) can pass is formed from the middle portion to the lower end portion of the upper block hole (110), and the upper steel wire (120) extends to the upper portion to be communicated with each other when the upper block body (100) is stacked. That is, the upper block hole (110) is integrally formed to include the wire through holes (121) which are communicated with each other, but the wire through holes (121) are formed in the middle and lower portions of the block hole (110), have a smaller diameter than the upper block hole (110), and have a T-shaped cross section.

Here, the steel wire (120) may be fixed to the base (200) in various ways, as shown in fig. 4, the steel wire through hole (121) of the lowermost block body (100) of the upper block body (100) and the base (200) are combined with the positioning anchor (140), the upper portion of the upper positioning anchor (140) is combined with the eye nut (141), and the upper eye nut (141) and the steel wire (120) are combined in unison. In order to save the connection time of the eye nut 141 and the steel wire 120 and improve convenience, a steel wire link hole 102 is formed at a position of the steel wire through hole 121 on the side of the block hole 110 of the lowermost block body 100. The steel wire link holes (102) are only formed in the lowermost building block body (100), and the stacked building block bodies (100) on the upper portion cannot form the steel wire link holes (102). Preferably, the upper eye nut (141) is connected to the interface port of the wire through hole (121) formed in the block hole (110). This prevents the lowermost block body (100) from shaking.

In addition, since the fixing pins 130 are inserted into the upper fixing pin insertion holes 111, since the upper fixing pins 130 are made of an elastic material, the laminated upper block body 100 and the laminated lower block body 100 are prevented from collapsing or loosening by external impact, that is, by front, rear, left, and right impact when the laminated upper block body 100 and the laminated lower block body 100 are connected to each other. The shape of the fixing pin (130) is that an upper short folding part (131) and a lower long folding part (132) are formed as shown in figure 9, the fixing pin inserting hole (111) inserted into the building block body (100), the root of the upper short folding part (131) is under the long folding part (132), the upper and lower bending degree is formed with the same diameter to exert elasticity, the other two end folding parts (131, 132) are protruded with a certain angle at the outer side, therefore, when the fixing pin (130) is inserted into the fixing pin inserting hole (111), the short folding part (131) protruded at the outer side and the elasticity of the long folding part (132) make the fixing pin inserting hole (111) of the laminated building block body (100) strongly combine to improve the cohesion of the upper and lower building block bodies (100), in this case, the fixing pin (130) is not inserted into the fixing pin (111) totally, and 2-3 are inserted crosswise, therefore, the upper fixing pin inserting hole (111) is formed on each side, this is because, in the circulation of the building blocks, if the fixing pin insertion holes (111) are broken or the size of the structure is small, it is not necessary to insert all the fixing pins into the fixing pin insertion holes.

The cohesion of the laminated building block body (100) can be increased by the upper fixing pins (130) and the upper steel wires (120), and the cohesion of the building block body (100) can be increased. In addition, even if external impact is applied, the stacked building block bodies (100) are not scattered and can be maintained in the original state.

Further, the upper and lower building block bodies (100) can be coupled to each other by using a wire instead of the fixing pin in the fixing pin insertion hole (111).

In addition, the upper fixing pin (130) may be manufactured in various forms, for example, in the shape of fig. 6 to 8. The shape of the U-shaped part is as shown in fig. 6, the shape of the S-shaped part is as shown in fig. 7, the shape of the U-shaped part is as shown in fig. 8, and the shape of the U-shaped part is as shown in the upper part and the lower part, but the open parts are opposite to each other at a certain distance.

On the other hand, the outer side part of the upper building block body (100) protrudes to form a plurality of chin sections (101), for convenience of description, the chin sections with the long direction are named as front and rear chin sections (1011), and the corner threshold parts with the short direction are named as two side chin sections (1012). Therefore, if the building block body (100) is not stacked in a single layer, but stacked in a double layer, the front and rear chin parts (1011) are used for receiving and fusing the front and rear chin parts (1011) between the front and rear chin parts (1011) for lamination. In addition, as shown in fig. 11, if the ridge portions are laminated, the front and rear sill portions (1011) and the both side sill portions (1012) are fused with each other. Therefore, the building block body (100) can be laminated, and the building block body (100) can be freely laminated without being limited by the front, the back, the left and the right. The parts of the building block bodies (100) that are in contact with each other are formed at a distance of about 5 mm from each other, and are different from each other. Because can not fold each other, take place external force such as earthquake, take place external force effect, the building blocks body of stromatolite is not influenced each other when the effect of fixed pin and steel wire absorbs external force separately.

Even if there is a distance between the building block bodies (100), the distance spread by the chin section is blocked, so that the structure cannot be seen directly from the outside.

Unlike fig. 11, an "L" -shaped block body (100) as shown in fig. 14 may be used, and a block body (100) having one block hole such as fig. 15 may be used when it is difficult to use the "L" -shaped block body (100). Therefore, the block body (100) can be used in various ways for the corner portions, the portions connecting the window frames, and the portions forming the intermediate wall.

In addition, when the building block bodies (100) are stacked, the upper surface of the upper building block body (100) may form more protrusions (103) for adjusting the same layer of building block body (100). This is because the height of the ground may be different, so that the height of the block body (100) on the same layer can be uniformly adjusted by removing the protrusion (103).

As shown in fig. 12 and 13, the block holes (110) may have various shapes such as four corners and a circle, and the number of the inner fixing pin insertion holes (111) may be appropriately set as needed.

Hereinafter, the construction method of the steel wire seismic resistant building block of the present invention constructed as above will be understood. The wall construction of a building is exemplified.

The method for constructing the wall surface or the appearance of a building through the steel wire shock-proof building block brick at the upper part comprises the step of arranging a building block body (100) with steel wire link holes (102) in the edge area of a base (200) formed by the area; after a positioning anchor (140) is inserted into a building block hole (110) of an upper building block body (100) for fixing, a hanging ring nut (141) stage is combined on the upper part of the positioning anchor (140) and the building block body (100) without a steel wire connecting hole on the upper building block body (100) is laminated in a Z shape, but a fixing pin inserting hole (111) is inserted into a fixing pin (130) lamination stage and the building block hole (110) and a steel wire through hole (121) are overlapped at a certain height, a steel wire (120) is inserted into a building block (100) at the lowest end, the inserted steel wire (120) is connected to the hanging ring nut (141) stage and the upper steel wire (120) is fixed on the building block body (100) at the highest end and fixed on the top of a building.

First, after the construction of the base (200), the worker arranges and fixes the block body (100) on the edge of the base (200) area, and the block body (100) fixed is the block body (100) forming the wire link hole (102).

Then the building block body (100) is arranged on the base (200) layer, then the positioning anchor (140) and the lifting ring nut (141) are arranged on the building block hole (110), and the building block body (100) is arranged into a zigzag lamination. At this time, since the stacking height of the block body (100) is fixed, the length of the steel wire (120) is longer than the stacking height of the building block body (100). Therefore, after the building block body (100) is built into one layer, the positioning anchor (140) is inserted into the base (200), then the higher building block body (100) is stacked from more than two layers, and then the steel wire (120) is lowered to the lifting ring nut (141) from the building block body (100) at the uppermost end through the upper steel wire linking hole (102). After the lifting ring nut is connected, the steel wire (120) is pulled out from the upper part of the building block hole (110) of the uppermost building block body (100), and the steel wire is fixed on one side of the uppermost building block body (100) or the upper part as shown in figure 10. At this time, even if the wall surface of the structure is zigzag, the wall surface is naturally tidy as long as the steel wire (120) is pulled up and fixed on the ceiling.

At this time, the laminated building block body (100) is simultaneously inserted with the fixing pins (130) into the fixing pin insertion holes (111), and then the steel wire (120) is connected to the eye nut (141). That is, the steel wire 120 is longer than the final stacked height of the building block body 100, and thus, after the stacked steel wires are the same length, the steel wire 120 reaches the eye nut 141 and is linked.

In this way, the fixing pins (130) prevent the stacked building block bodies (100) from collapsing due to the fact that the stacked building block bodies (100) move back and forth and left and right in the stacking process of the building block bodies (100); the steel wire (120) is drawn from the upper part to be fixed at a predetermined position after the building block body (100) is laminated, thereby preventing the vertical movement of the building block body (100). That is, the building block body (100) has a fixing pin (130) in the middle between the stacked layers, which can prevent the building block body from shaking front and back and left and right, and can prevent the building block body from moving up and down due to the excessive front and back, left and right, and up and down movement of the steel wire (120), and can keep a certain height.

In addition, the steel wire (120) applied to the present invention can shorten the construction period. The wall construction of the prior structure needs a lot of construction period because the building blocks are maintained to be uniform and the construction needs to be carried out by changing cores, etc., but just like the invention, the construction becomes very convenient after the steel wire (120) is inserted into the building block body (100).

In the present invention, the block body is a right hexahedron as a whole, but may be formed with a slope or a zigzag at a corner portion as in fig. 16 and 17.

The construction of the building through the above-mentioned series of processes is shortened in a construction period due to the dry construction. In addition, the modular building blocks are adopted, so that the building block can be suitable for buildings with various planes and facades.

The above-described embodiments of the steel wire seismic resistant building block and the construction method thereof according to the present invention are merely examples, and a person having knowledge in the art to which the present invention pertains may easily transform the steel wire seismic resistant building block into other specific forms without changing the technical idea or essential features of the present invention. Therefore, the above-described embodiments should be understood as being routine in all respects, and not restrictive. For example, each component described as a unitary type may be implemented as a discrete type, and similarly, components described as discrete types may be implemented in combination.

The scope of the present invention is defined by the claims which follow, rather than the detailed description given above, and all modifications and variations which come within the meaning and range of equivalency of the claims are to be embraced within their scope.

Claims

1. A construction method of steel wire shock-resistant building blocks is characterized by comprising the following steps: the steel wire shock-resistant building block brick is a straight hexahedron and is formed by penetrating more than one building block hole (110) from the upper part to the lower part, the lower part of the upper building block hole (110) is formed by a steel wire through hole (121) with the diameter smaller than that of the upper part, the outer side of the upper steel wire through hole (121) is formed by a building block body (100) with equidistant fixing pin inserting holes (111), the middle part to the lowest part of the upper building block hole (110) is formed by a steel wire through hole (121) capable of penetrating through a steel wire (120), and the upper steel wire (120) is upwards extended and respectively connected with the steel wire shock-resistant building block brick when the upper building block body (100) is laminated;

the fixing pin insertion hole (111) may be inserted with a fixing pin (130) or a steel wire, the upper fixing pin (130) is composed of an elastic material, and the laminated upper block body (100) and lower block body (100) are linked to each other to prevent the laminated block bodies (100) of the steel wire shock-resistant building block from collapsing or scattering when an external impact is applied;

in the upper building block body (100), a steel wire through hole (121) of the building block body (100) at the lowest end and a base (200) are combined to form a positioning anchor (140), and after a lifting ring nut (141) is combined on the upper part of the upper positioning anchor (140), the lifting ring nut (141) is combined with a steel wire (120) to form the steel wire rope earthquake-resistant building block.

2. The steel wire seismic resistant building block construction method according to claim 1, characterized in that: and the steel wire shock-resistant building block is characterized in that the steel wire link hole (102) is formed in the upper lifting ring nut (141) in order to conveniently combine the steel wire (120) at the position of the steel wire through hole (121) on the side surface of the building block hole (110) of the lowest building block body (100).

3. The steel wire seismic resistant building block construction method according to claim 1, characterized in that: on the upper surface of the upper building block body (100), when the building block bodies (100) are laminated, in order to adjust the height distributed on the same layer of building block body (100), a steel wire shock-proof building block brick with the characteristic of a protrusion (103) is formed.

4. The steel wire seismic resistant building block construction method according to claim 3, characterized in that: setting a building block body (100) with steel wire link holes (102) on the edge part of a base (200) formed in a certain area; a stage of inserting a positioning anchor (140) into the building block hole (110) of the building block body (100) for fixing, and then linking a lifting ring nut (141) at the upper end of the upper positioning anchor (140); in the above building block body (100), the building block body (100) without the steel wire link hole (102) is laminated in a zigzag shape, and the fixing pin (130) is inserted into the fixing pin insertion hole (111) and then laminated; a step of stacking the building block bodies (100) at a predetermined height, then penetrating the building block holes (110) and the steel wire through holes (121), and inserting the steel wires (120) into the lowest building block body (100); a step of connecting the inserted steel wire (120) with the upper lifting ring nut (141), and a step of fixing the upper steel wire (120) on the top of the upmost building block body (100) or the structure; the construction method of the steel wire quake-proof building block is characterized by the stage.