CN101663444B - A space adiabatic block - Google Patents
A space adiabatic block Download PDFInfo
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- CN101663444B CN101663444B CN2007800483927A CN200780048392A CN101663444B CN 101663444 B CN101663444 B CN 101663444B CN 2007800483927 A CN2007800483927 A CN 2007800483927A CN 200780048392 A CN200780048392 A CN 200780048392A CN 101663444 B CN101663444 B CN 101663444B
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- mortar pin
- mortar
- adiabatic block
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
- E04B2/34—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0245—Pegs or pins
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0267—Building elements with the appearance of several bricks
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0273—Adhesive layers other than mortar between building elements
Abstract
Provided is a space-adiabatic block. The space-adiabatic block includes: a first mortar groove (11, 21 or 31) which is formed to be long in a portion of upper ends of the space-adiabatic block; a second mortar groove (12, 22 or 32) which is formed to be long in at least one of vertical sides of the space-adiabatic block; a mortar pin groove (13, 23 or 33) which is formed in each of the second mortar grooves (12, 22 and 32), starts from the corner end of each of the second mortar grooves (12, 22 or 32) and extends to the lower end of each of the second mortar grooves (12, 22 and 32) and into which a spray rod Gl of a urethane gun G is injected; and a pin body groove (14, 24 or 34) which is formed in a portion in which each of the first mortar grooves (11, 21 and 31) and each of the mortar pin grooves (13, 23 and 33) intersect and in which a body P2 of a connection pin P engaged in each of the mortar pin grooves 13, 23 and 33 is installed.
Description
Technical field
The present invention relates to a kind of space adiabatic block, especially relate to a kind of space adiabatic block, wherein, be easy to carry out building construction and in building course, can between fragment of brick, do not form the slit with structure of improvement.
Background technology
The method that construction is used for the body of wall of building has many kinds.In these methods, in masonry construction method, in using the cement mortar method, pile up fragment of brick exponentially, heat-barrier material is inserted and is built in the middle of the fragment of brick, subsequently to the processing of plastering of the both sides of body of wall or a side.
Yet, when utilizing above-mentioned masonry construction method to build body of wall, be difficult to finish the work of piling up fragment of brick by common laborer (the unskilled people of building construction).Even when the skilled people of building construction piles up fragment of brick, also can between fragment of brick, form many slits, even and in the centre of body of wall heat-barrier material has been installed, heat insulation, sound insulation and waterproof are also undesirable.Therefore, how strong no matter the standard about using heat-barrier material that government formulates has, still there be the heat insulation bad of common building thing and the problem that needs high cost is safeguarded in air conditioning and heating unit.
Summary of the invention
The invention provides a kind of space adiabatic block that is easy to build, make the user can carry out building construction easily, and this space adiabatic block can be realized heat insulation, sound insulation and waterproof admirably.
The present invention also provides a kind of space adiabatic block, wherein, does not need to carry out such as plastering in body of wall inside or the subsequent handling of exterior finish, and can reduce required expense of subsequent handling and construction duration significantly.
According to an aspect of the present invention, provide a kind of space adiabatic block, comprising: in the part of space adiabatic block upper end, form the first microscler mortar pin groove 11,21 or 31; Form the second microscler mortar pin groove 12,22 or 32 at least one vertical side of space adiabatic block; The mortar pin 13,23 or 33 that in each second mortar pin groove 12,22 and 32, forms, begin and extend to the lower end of each second mortar pin groove 12,22 and 32 from the marginal end of each second mortar pin groove 12,22 and 32, and inject the spray gun G1 of urethane rifle G therein; And shank groove 14,24 or 34, be formed on each first mortar pin groove 11,21 and 31 and intersect with each mortar pin 13,23 or 33 and be equipped with in the part of main body P2 of the connecting pin P that combines with each mortar pin 13,23 or 33.
The every couple of inclined surface 11a and 12a, 21a and 22a, 31a and 32a can be respectively formed at two inboards of every pair first and second mortar pin groove 11 and 12,21 and 22,31 and 32, make the cross section of every pair first and second mortar pin groove 11 and 12,21 and 22,31 and 32 can be down trapezoidal shape.
Space groove can form towards the direction identical with each first mortar pin groove 21 and 31 recessed dearly in the front of space adiabatic block.In space groove 25 or 35, can form at least one reinforcement protrusion 25a or 35a, so that improve whole durability.
Description of drawings
Fig. 1 is the phantom drawing of space adiabatic block according to an embodiment of the invention;
Fig. 2 is the lateral view that the space adiabatic block of Fig. 1 is seen from the direction of arrow A;
Fig. 3 is the phantom drawing of space adiabatic block according to another embodiment of the invention;
Fig. 4 is the lateral view that the space adiabatic block of Fig. 3 is seen from the direction of arrow B;
Fig. 5 is illustrated in the space groove that the front and back of the space adiabatic block of Fig. 3 forms;
Fig. 6 illustrates when the space adiabatic block of Fig. 3 is made into large-size, the reinforcement protrusion that forms in space groove;
Fig. 7 is the phantom drawing of space adiabatic block according to another embodiment of the invention;
Fig. 8 is the lateral view that the space adiabatic block of Fig. 7 is seen from the direction of arrow C;
Fig. 9 illustrates when the space adiabatic block of Fig. 7 is made into large-size, the reinforcement protrusion that forms in space groove;
Figure 10 illustrates the body of wall of the space adiabatic block construction that utilizes Fig. 1 to Fig. 9; And
When Figure 11 was illustrated in the body of wall of building Figure 10, the lance ejection by inserting the polyurethane rifle in the mortar pin was also put flame-retardant polyurethane, and the operation of filled polyurethane in second mortar pin groove and mortar pin.
The specific embodiment
Describe the present invention below with reference to accompanying drawings in more detail, exemplary embodiment of the present invention has been shown in the accompanying drawing.
Space adiabatic block according to the present invention has three embodiment, and each embodiment is defined as first space adiabatic block 10, second space adiabatic block 20 and the 3rd space adiabatic block 30.
Fig. 1 is the phantom drawing of space adiabatic block according to an embodiment of the invention, and Fig. 2 is the lateral view that the space adiabatic block of Fig. 1 is seen from the direction of arrow A.
As shown in Figure 1, space adiabatic block according to an embodiment of the invention (being hereinafter referred to as first space adiabatic block 10) comprising: form the first microscler mortar pin groove 11 in the part of space adiabatic block upper end; Form the second microscler mortar pin groove 12 at least one vertical side of space adiabatic block; Since the marginal end of second mortar pin groove 12 and extend to the mortar pin 13 of the lower end of second mortar pin groove 12; And shank groove 14, be formed on first mortar pin groove 11 and mortar pin 13 and intersect and be equipped with in the part of main body P2 (see figure 10) of the connecting pin P that combines with mortar pin 13.
Watery cement mortar is filled in first and second mortar pin groove 11 and 12, perhaps will lights behind the polyurethane blasting and be filled in first and second mortar pin groove 11 and 12.
First and second mortar pin groove 11 and 12 cross section can be down trapezoidal shape.For this reason, inclined surface 11a and 12a are respectively formed at two inboards of first and second mortar pin groove 11 and 12, as shown in Figure 2.Form inclined surface 11a and 12a, make when first space adiabatic block of being made by cement and mortar 10 forms by mold pressing, can prevent that two inward flanges of inclined surface 11a and 12a are worn.
In the two ends P1 of " ㄈ " shape connecting pin P and any one the insertion mortar pin 13 among the P3, and simultaneously, in mortar pin 13, fill watery cement mortar or polyurethane.It is darker than second mortar pin groove 12 that mortar pin 13 extends to the sidepiece of the lower end of second mortar pin groove 12 and mortar pin 13.In this case, the length of mortar pin 13 extensions changes along with the size of first space adiabatic block 10.For example, first space adiabatic block, 10 sizes are little and when the length of second mortar pin groove 12 is approximately 100mm, the length that mortar pin 13 is extended is approximately 50mm, and first space adiabatic block, 10 sizes are big and when the length of second mortar pin groove 12 was approximately 200mm, the length that mortar pin 13 is extended was approximately 150 to 170mm.In other words, mortar pin 13 length of extending is meant that mortar pin 13 increases along with the size of first space adiabatic block 10 and the length of second mortar pin groove 12 increases and extends the position of the lower end of arrival second mortar pin groove 12.
To space adiabatic block according to another embodiment of the invention be described below.
Fig. 3 is the phantom drawing of space adiabatic block according to another embodiment of the invention, Fig. 4 is the lateral view that the space adiabatic block of Fig. 3 is seen from the direction of arrow B, Fig. 5 is illustrated in the space groove that the front and back of the space adiabatic block of Fig. 3 forms, and Fig. 6 illustrates when the space adiabatic block of Fig. 3 is made into large-size the reinforcement protrusion that forms in space groove.
As shown in Figure 3, space adiabatic block according to another embodiment of the invention (being hereinafter referred to as second space adiabatic block 20) comprising: form the first microscler mortar pin groove 21 in the part of space adiabatic block upper end; Form the second microscler mortar pin groove 22 at least one vertical side of space adiabatic block; Since the marginal end of second mortar pin groove 22 and extend to the mortar pin 23 of the lower end of second mortar pin groove 22; And shank groove 24, be formed on first mortar pin groove 21 and mortar pin 23 and intersect and be equipped with in the part of main body P2 (see figure 10) of the connecting pin P that combines with mortar pin 23.
In this case, as shown in Figure 4, space groove 25 forms towards the direction identical with first mortar pin groove 21 recessed dearly in the front of second space adiabatic block 20.Yet, as shown in Figure 5, also can form space groove 25 ' at former and later two faces of second space adiabatic block 20.
Watery cement mortar is filled in first and second mortar pin groove 21 and 22, perhaps will lights behind the polyurethane blasting and be filled in first and second mortar pin groove 21 and 22.
First and second mortar pin groove 21 and 22 cross section can be down trapezoidal shape.For this reason, inclined surface 21a and 22a are respectively formed at two inboards of first and second mortar pin groove 21 and 22, as shown in Figure 4.Form inclined surface 21a and 22a, make when second space adiabatic block of being made by cement and mortar 20 forms by mold pressing, can prevent that two inward flanges of inclined surface 21a and 22a are worn.
In the two ends P1 of " ㄈ " shape connecting pin P and any one the insertion mortar pin 23 among the P3, and simultaneously, in mortar pin 23, fill watery cement mortar or polyurethane.It is darker than second mortar pin groove 22 that mortar pin 23 extends to the sidepiece of the lower end of second mortar pin groove 22 and mortar pin 23.In this case, the length of mortar pin 23 extensions changes along with the size of second space adiabatic block 20.For example, second space adiabatic block, 20 sizes are little and when the length of second mortar pin groove 22 is approximately 100mm, the length that mortar pin 23 is extended is approximately 50mm, and second space adiabatic block, 20 sizes are big and when the length of second mortar pin groove 22 was approximately 200mm, the length that mortar pin 23 is extended was approximately 150 to 170mm.In other words, mortar pin 23 length of extending is meant that mortar pin 23 increases along with the size of second space adiabatic block 20 and the length of second mortar pin groove 22 increases and extends the position of the lower end of arrival second mortar pin groove 22.
On the other hand, second space adiabatic block 20 can be made bigger size.In this case, the inner space of the space groove 25 of second space adiabatic block 20 increases and bear extraneous intensity of clashing on second space adiabatic block 20 needs to increase.For this reason, as shown in Figure 6, at least one reinforcement protrusion 25a forms microscler along space groove 25 in space groove 25.
Then, will space adiabatic block according to another embodiment of the invention be described.
Fig. 7 is the phantom drawing of space adiabatic block according to another embodiment of the invention, Fig. 8 is the lateral view that the space adiabatic block of Fig. 7 is seen from the direction of arrow C, and Fig. 9 illustrates when the space adiabatic block of Fig. 7 is made into large-size the reinforcement protrusion that forms in space groove.
As shown in Figure 7, space adiabatic block according to another embodiment of the invention (being hereinafter referred to as the 3rd space adiabatic block 30) comprising: form the first microscler mortar pin groove 31 in the part of space adiabatic block upper end; Form the second microscler mortar pin groove 32 at least one vertical side of space adiabatic block; Since the marginal end of second mortar pin groove 32 and extend to the mortar pin 33 of the lower end of second mortar pin groove 32; Shank groove 34 is formed on first mortar pin groove 31 and mortar pin 33 and intersects and be equipped with in the part of main body P2 (see figure 10) of the connecting pin P that combines with mortar pin 33; And space groove 35, in the front of the 3rd space adiabatic block 30 and/or the back when the direction identical with first mortar pin groove 31 is recessed dearly, realize.In this case, edge groove 36 forms along its edge in the back of space adiabatic block 30, makes to form band line L in the horizontal and vertical directions when piling up body of wall.
Watery cement mortar is filled in first and second mortar pin groove 31 and 32, perhaps will lights behind the polyurethane blasting and be filled in first and second mortar pin groove 31 and 32.
First and second mortar pin groove 31 and 32 cross section can be down trapezoidal shape.For this reason, inclined surface 31a and 32a are respectively formed at two inboards of first and second mortar pin groove 31 and 32, as shown in Figure 8.Form inclined surface 31a and 32a, make when the 3rd space adiabatic block of being made by cement and mortar 30 forms by mold pressing, can prevent that two inward flanges of inclined surface 31a and 32a are worn.
In the two ends P1 of " ㄈ " shape connecting pin P and any one the insertion mortar pin 33 among the P3, and simultaneously, in mortar pin 33, fill watery cement mortar or polyurethane.It is darker than second mortar pin groove 32 that mortar pin 33 extends to the sidepiece of the lower end of second mortar pin groove 32 and mortar pin 33.In this case, the length of mortar pin 33 extensions changes along with the size of the 3rd space adiabatic block 30.For example, the 3rd space adiabatic block 30 sizes are little and when the length of second mortar pin groove 32 is approximately 100mm, the length that mortar pin 33 is extended is approximately 50mm, and the 3rd space adiabatic block 30 sizes are big and when the length of second mortar pin groove 32 was approximately 200mm, the length that mortar pin 33 is extended was approximately 150 to 170mm.In other words, mortar pin 33 length of extending is meant that mortar pin 33 increases along with the size of the 3rd space adiabatic block 30 and the length of second mortar pin groove 32 increases and extends the position of the lower end of arrival second mortar pin groove 32.
Because space groove 35 when utilizing the 3rd space adiabatic block 30 to build body of wall, forms space layer, thereby can improve heat insulation and sound insulation efficient and minimum heat conduction loss in the middle of body of wall.The previous section that forms the 3rd space adiabatic block 30 of space groove 35 forms near heat-barrier material A.
When utilizing a plurality of the 3rd space adiabatic blocks 30 to build body of wall, in edge groove 36, form belt-line L along level and vertical direction.
On the other hand, the 3rd space adiabatic block 30 can be made bigger size.In this case, the inner space of the space groove 35 of the 3rd space adiabatic block 30 increases and bear extraneous intensity of clashing on the 3rd space adiabatic block 30 needs to increase.For this reason, as shown in Figure 9, at least one reinforcement protrusion 35a forms microscler along space groove 35 in space groove 35.
To method that use first space adiabatic block 10, second space adiabatic block 20 and the 3rd space adiabatic block 30 to build body of wall be described below.
Figure 10 illustrates the body of wall of the space adiabatic block construction that utilizes Fig. 1 to Fig. 9, and Figure 11 is when being illustrated in the body of wall of building Figure 10, lance ejection by inserting the polyurethane rifle in the mortar pin is also put flame-retardant polyurethane, and the operation of filled polyurethane in second mortar pin groove and mortar pin.
When use was built body of wall according to of the present invention first, second with the 3rd space adiabatic block, the material of use was watery cement mortar or polyurethane (U).In this case, utilize and pile up watery cement mortar, and utilize the spray gun G1 of known urethane rifle G to spray polyurethane such as little hand instruments such as (kote).
Build body of wall in order to use first, second and the 3rd space adiabatic block, at first, one first space adiabatic block 10 is placed on the edge of waiting to pile up the body of wall outside, in turn the 3rd space adiabatic block 30 is placed on the body of wall outside along straight line then, make space groove 35 towards the direction of arranging heat-barrier material, subsequently, in second mortar pin groove 32 and mortar pin 33, fill watery cement mortar or spray polyurethane (U), thereby a step is piled up the 3rd space adiabatic block 30.
The upper end of three space adiabatic block 30 that in a step form on form in microscler first mortar pin groove 31 fill watery cement mortar or injection and some flame-retardant polyurethane (U) thereafter.
Subsequently, utilize previously described one-step method to pile up the 3rd space adiabatic block 30 continuously, so that the fragment of brick of body of wall outside is stacked to the height of pre-cut heat-barrier material.
Certainly, the height of pre-cut heat-barrier material A is to cut to the height that " ㄈ " shape connecting pin P is inserted into.
When the fragment of brick with the body of wall outside is stacked to the height of heat-barrier material A, heat-barrier material A is arranged along a straight line and second space adiabatic block 20 is placed on body of wall inside.In this case, the space groove 25 of second space adiabatic block 20 is towards heat-barrier material A, and the utilization method outside identical with building body of wall carried out operation subsequently.
When the inside of body of wall is stacked to the height of heat-barrier material, two the end P1 of " ㄈ " shape connecting pin P and P3 insert and pile up in the mortar pin 23 and 33 of the inside and outside space adiabatic block 20 of body of wall and 30, make heat-barrier material A and the second and the 3rd space adiabatic block of piling up in heat-barrier material A both sides 20 and 30 form an integral body.
Here, utilize the part of the body of wall that second space adiabatic block 20 builds to form the inside of building, utilize the part of the body of wall that the 3rd space adiabatic block 30 builds to form the outside of building.
In addition, watery cement mortar or polyurethane (U) as packing material are filled in mortar pin groove or the mortar pin, after preset time, solidify then, make second space adiabatic block 20 different and three space adiabatic block 30 formation integral body different with the 3rd space adiabatic block 30 ' with second space adiabatic block 20 '.
Here, when space adiabatic block along direct when layout, do not need watery cement mortar to be stacked into the side of each fragment of brick or polyurethane (U) is ejected on it as traditional construction method.This is vertically to form because of mortar pin 13,23 and 33.That is to say, watery cement mortar flows in the mortar pin 13,23 and 33 slit in the groove gap that is fixed with between the fragment of brick, but do not flow to the next door, make and form the first microscler mortar pin groove 11,21 and 31 in the upper end of space adiabatic block, second mortar pin groove 12,22 and 32 vertically, and the work of the watery cement mortar of filling can side by side be finished a moment in mortar pin 13,23 and 33.
Even owing to utilizing polyurethane (U) when building, also can be easily the spray gun G1 of urethane rifle G be injected in the mortar pin 13,23 and 33, therefore, space adiabatic block is arranged along a straight line and need not to spray polyurethane (U) on each face of space adiabatic block, and subsequently, as follow-up work, polyurethane (U) is ejected on the side of each mortar pin 13,23 and 33.
In addition, lighted, expanded and risen in the upper end of second mortar pin groove 12,22 and 32 by the polyurethane (U) that the spray gun G1 that injects the urethane rifle G in the mortar pin 13,23 and 33 sprays, be filled in mortar pin 13,23 and 33, expand and also to solidify, make second space adiabatic block 20 different and three space adiabatic block 30 formation integral body different with the 3rd space adiabatic block 30 ' with second space adiabatic block 20 '.
Because when space adiabatic block was arranged along a straight line, watery cement mortar did not need to be stacked into the side of each fragment of brick or as traditional construction method, therefore can carry out aforesaid operations simply, quickly, thereby improve the construction speed of body of wall significantly.
When the method for stating is in the use piled up body of wall,, on the surface that the 3rd space adiabatic block 30 by the body of wall outside forms, be formed naturally towards the belt-line L of level and vertical direction because edge groove 36 forms in the 3rd space adiabatic block 30.
Although at length illustrate and described the present invention with reference to exemplary embodiment of the present invention, those skilled in the art should be understood that, under the situation that does not break away from the spirit and scope of the present invention defined by the following claims, can to its carry out on the various forms and details on change.
Industrial applicability
As mentioned above, space adiabatic block according to the present invention comprises: form the first microscler mortar pin groove in the part of space adiabatic block upper end; At least one vertical side at space adiabatic block forms the second microscler mortar pin groove; Since the marginal end of second mortar pin groove and extend to the mortar pin of the second mortar pin groove lower end; And the shank groove, be formed on first mortar pin groove and mortar pin and intersect and be equipped with in the part of main body of the connecting pin of being combined with mortar pin. Therefore, when piling up space adiabatic block, be easy to build, so that common laborer (the unskilled people of building construction) can carry out building construction easily, in the middle of body of wall, form space layer, thereby minimum heat conduction loss and realize admirably heat insulation, sound insulation and waterproof, and can reduce the thickness of the body of wall that will build.
In addition, can save and build plastering or the subsequent handling such as exterior finish such as body of wall inside behind the body of wall, and significantly reduce the required expense of subsequent handling and construction duration.
Claims (5)
1. space adiabatic block comprises:
In the part of described space adiabatic block upper end, form the first microscler mortar pin groove (11,21 or 31);
Form the second microscler mortar pin groove (12,22 or 32) at least one vertical side of described space adiabatic block;
The mortar pin (13,23 or 33) that in each described second mortar pin groove (12,22 and 32), forms, begin and extend to the lower end of each described second mortar pin groove (12,22 and 32) from the marginal end of each described second mortar pin groove (12,22 or 32), wherein, can inject the spray gun (G1) of urethane rifle (G) in the described mortar pin (13,23 or 33); And
Shank groove (14,24 or 34) is formed on each described first mortar pin groove (11,21 and 31) and each described mortar pin (13,23 or 33) and intersects and be equipped with in the part of main body (P2) of the connecting pin (P) that combines with each described mortar pin (13,23 and 33).
2. space adiabatic block as claimed in claim 1, wherein, two inboards of every pair of described first and second mortar pin groove (11 and 12,21 and 22,31 and 32) form pair of angled surface (11a and 12a, 21a and 22a, 31a and 32a), make the cross section of every pair of described first and second mortar pin groove (11 and 12,21 and 22,31 and 32) be down trapezoidal shape.
3. space adiabatic block as claimed in claim 1 or 2 also comprises space groove, and described space groove forms towards the direction identical with each described first mortar pin groove (21 and 31) recessed dearly in the front of described space adiabatic block.
4. space adiabatic block as claimed in claim 3 wherein, forms at least one reinforcement protrusion (25a or 35a), so that improve whole durability in described space groove (25 or 35).
5. space adiabatic block as claimed in claim 3 also comprises edge groove (36), and described edge groove (36) forms along its edge in the back of described space adiabatic block, makes to form band line L in the horizontal and vertical directions when piling up body of wall.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020060136052 | 2006-12-28 | ||
| KR1020060136052A KR100751272B1 (en) | 2006-12-28 | 2006-12-28 | A space-adiabatic block |
| KR10-2006-0136052 | 2006-12-28 | ||
| PCT/KR2007/006823 WO2008082137A1 (en) | 2006-12-28 | 2007-12-26 | A space adiabatic block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101663444A CN101663444A (en) | 2010-03-03 |
| CN101663444B true CN101663444B (en) | 2011-10-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007800483927A Expired - Fee Related CN101663444B (en) | 2006-12-28 | 2007-12-26 | A space adiabatic block |
Country Status (5)
| Country | Link |
|---|---|
| KR (1) | KR100751272B1 (en) |
| CN (1) | CN101663444B (en) |
| BR (1) | BRPI0719608A2 (en) |
| RU (1) | RU2404332C1 (en) |
| WO (1) | WO2008082137A1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| MD872Z (en) * | 2014-05-15 | 2015-08-31 | Игорь ЯЦУК | Building stone |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5181362A (en) * | 1991-09-16 | 1993-01-26 | Benitez Rafael C | Interlocking building blocks |
| US5647185A (en) * | 1993-11-19 | 1997-07-15 | Forlini; Emidio J. | Structural blocks and assemblies thereof |
| CN2393933Y (en) * | 1999-10-16 | 2000-08-30 | 杨有春 | Economical composite thermal insulating blocks |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000030328A (en) * | 2000-02-22 | 2000-06-05 | 기승철 | Sound-absorbing block for sound-absorbing soundproof wall with stucco brick combined with frame member |
| KR100460284B1 (en) | 2003-12-17 | 2004-12-04 | 김갑중 | Assembly of ecological blocks |
| KR20050105309A (en) * | 2004-04-28 | 2005-11-04 | 허종삼 | A prefab block for use much |
| KR100583988B1 (en) | 2005-09-26 | 2006-07-03 | 주식회사 제이지비 | Architectural remodeling brick |
-
2006
- 2006-12-28 KR KR1020060136052A patent/KR100751272B1/en not_active IP Right Cessation
-
2007
- 2007-12-26 BR BRPI0719608-3A2A patent/BRPI0719608A2/en not_active IP Right Cessation
- 2007-12-26 RU RU2009130104/03A patent/RU2404332C1/en not_active IP Right Cessation
- 2007-12-26 WO PCT/KR2007/006823 patent/WO2008082137A1/en active Application Filing
- 2007-12-26 CN CN2007800483927A patent/CN101663444B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5181362A (en) * | 1991-09-16 | 1993-01-26 | Benitez Rafael C | Interlocking building blocks |
| US5647185A (en) * | 1993-11-19 | 1997-07-15 | Forlini; Emidio J. | Structural blocks and assemblies thereof |
| CN2393933Y (en) * | 1999-10-16 | 2000-08-30 | 杨有春 | Economical composite thermal insulating blocks |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101663444A (en) | 2010-03-03 |
| KR100751272B1 (en) | 2007-08-23 |
| WO2008082137A1 (en) | 2008-07-10 |
| RU2404332C1 (en) | 2010-11-20 |
| BRPI0719608A2 (en) | 2014-10-14 |
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