CN110616826B - Sliding shock isolation device of girderless masonry structure - Google Patents
Sliding shock isolation device of girderless masonry structure Download PDFInfo
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- CN110616826B CN110616826B CN201910785352.5A CN201910785352A CN110616826B CN 110616826 B CN110616826 B CN 110616826B CN 201910785352 A CN201910785352 A CN 201910785352A CN 110616826 B CN110616826 B CN 110616826B
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- hollow
- house
- girderless
- hollow tube
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
A sliding shock insulation device of a girderless masonry structure comprises hollow bricks, wherein a plurality of through holes are equidistantly designed in each hollow brick, the hollow bricks are stacked together in an equidistance mode in a through hole facing to the sky, a wire netting is transversely laid between two adjacent hollow bricks, locking sleeves are fixedly installed on the wire netting at equal intervals, jacks are respectively designed at two ends of each locking sleeve, hollow pipes are inserted into the jacks, the tops of the hollow pipes are designed by adopting ball heads, a wall body is built, after cement is dried, the hollow pipes cannot be easily pulled out, the firmness, the shock resistance and other performances of a house can be improved, the sliding shock insulation device is applied to the house construction industry, the firmness, the tensile strength, the shear resistance and the shock resistance of the house can be improved, when a disaster accident such as an earthquake occurs, the house is not easy to collapse, the economic loss of the disaster accident such as the earthquake is reduced, even if the house collapses, the collapse form is that the whole, the refuge and simple treatment of nearby people by using the collapsed wall are facilitated, and the casualty rate of disasters such as earthquakes is reduced.
Description
Technical Field
The invention belongs to the field of house anti-seismic devices, and particularly relates to a sliding shock isolation device of a girderless masonry structure.
Background
The masonry structure is mainly formed by building blocks and mortar, and is large in construction quality difference, relatively low in strength, large in discreteness, low in tensile strength, shear resistance, shock resistance and bending resistance bearing capacity and poor in integrity. The bearing capacity of the masonry wall is rapidly reduced after the masonry wall is cracked in an earthquake, collapse is easy to occur, the collapse forms are distributed in a scattered mode, the spread range is wide, and the collapsed wall cannot be used nearby to avoid in the earthquake process, so that huge casualties and serious economic loss are caused.
Disclosure of Invention
The invention provides a sliding shock isolation device of a girderless masonry structure, which is used for overcoming the defects in the prior art.
The invention is realized by the following technical scheme:
a sliding shock isolation device of a girderless masonry structure comprises hollow bricks, wherein a plurality of through holes are designed in the hollow bricks at equal intervals, the hollow bricks are stacked together at equal intervals in a mode that the through holes face the sky, an iron wire net is transversely laid between two adjacent hollow bricks, cement is coated in the iron wire net, locking sleeves are fixedly installed on the iron wire net at equal intervals, jacks are designed at two ends of each locking sleeve, hollow pipes penetrate through the jacks, the tops of the hollow pipes are designed by adopting ball heads, the tails of the hollow pipes are in open design, the tails of the hollow pipes can expand outwards along the spherical structures at the tops of the adjacent hollow pipes after being stressed and knocked, the expanded outer diameters of the tails of the hollow pipes are larger than the inner diameters of the jacks of the locking sleeves, the tops of the hollow pipes penetrate through the through holes of the hollow bricks and are inserted into the adjacent locking sleeves, the hollow pipes, the binding surface of the hollow brick and the rectangular plate is coated with cement.
According to the sliding shock insulation device of the girderless masonry structure, the tail part of the hollow pipe is provided with the waist-shaped hole which penetrates through the outer side.
According to the sliding shock insulation device of the girderless masonry structure, one end of the hollow tube ball head structure in the locking sleeve is fixedly provided with the check ring.
According to the sliding shock insulation device of the girderless masonry structure, the outer wall of the locking sleeve at the joint of the head and the tail of the hollow pipe is provided with the first round holes, and the tail of the hollow pipe of the locking sleeve is provided with the second round holes.
The invention has the advantages that: stacking the hollow bricks in a row with the through holes facing upwards at equal intervals, inserting a hollow pipe into the through hole of each hollow brick after stacking, inserting the hollow pipe in a way that the ball heads of the hollow pipes face upwards, laying an iron wire net at the upper end of the hollow brick after stacking, fixedly mounting a locking sleeve and a rectangular plate on the iron wire net, inserting one end of the ball head of the hollow pipe at the lower layer into the locking sleeve of the iron wire net, coating cement in the iron wire net, repeating the steps, stacking the hollow bricks at the upper end of the iron wire net at equal intervals, aligning the through holes of the hollow bricks with the jacks of the locking sleeve, inserting the hollow pipes, forcibly knocking each hollow pipe to expand the tail part of each hollow pipe in the locking sleeve along the ball head ends of the adjacent hollow pipes, wherein the expanded outer diameter is larger than the inner diameter of the jacks of the locking sleeve, and simultaneously preventing the tail part of each hollow pipe from being, the steps are repeated, the wall is built, after cement is dried, the hollow pipe cannot be easily pulled out, the firmness, the shock resistance and other performances of the house can be improved, the sliding shock isolation device of the girderless masonry structure is applied to the house construction industry, the firmness, the tensile strength, the shearing resistance and the shock resistance of the house can be improved, when disastrous accidents such as earthquakes occur, the house is not easy to collapse, the economic loss of the disastrous accidents such as the earthquakes is reduced, even if the house collapses, the collapsing form is that the whole piece collapses, the collapsed structure is firm, nearby persons can conveniently take refuge and simply cure by utilizing the collapsed wall, and the casualty rate of the disastrous accidents such as the earthquakes is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic representation of the use of the present invention; FIG. 2 is an enlarged view of section I of FIG. 1; FIG. 3 is a schematic view of a hollow block; fig. 4 is a schematic view of a hollow tube.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
A sliding shock isolation device of a girderless masonry structure comprises a hollow brick 1, wherein a plurality of through holes 2 are designed in the hollow brick 1 at equal intervals, the hollow brick 1 is stacked together in an upward mode with the through holes 2 at equal intervals, an iron wire net 3 is transversely laid between two adjacent hollow bricks 1, cement 4 is coated in the iron wire net 3, locking sleeves 5 are fixedly installed on the iron wire net 3 at equal intervals, jacks 6 are designed at the two ends of each locking sleeve 5, hollow pipes 7 are inserted in the jacks 6 in a penetrating manner, the tops of the hollow pipes 7 are designed by ball heads, the tails of the hollow pipes 7 are designed to be opened, after the hollow pipes 7 are stressed and knocked, the tails of the hollow pipes 7 can expand outwards along spherical structures at the tops of the adjacent hollow pipes 7, the outer diameters of the tails of the hollow pipes 7 are larger than the inner diameters of the jacks 6 of the locking sleeves 5, the tops of the hollow pipes 7 penetrate, two in the lock sleeve 5 7 end to end of hollow tube, 3 both sides fixed mounting of wire netting have rectangular plate 8, and cement 4 has been paintd to the binding face of hollow brick 1 and rectangular plate 8. The hollow bricks 1 are equidistantly stacked in a row in a mode that through holes 2 face upwards, after stacking is completed, hollow pipes 7 are inserted into the through holes 2 of each hollow brick 1, the hollow pipes 7 are inserted in a mode that ball heads face upwards, after the stacking is completed, the wire netting 3 is laid at the upper end of each hollow brick 1, locking sleeves 5 and rectangular plates 8 are fixedly installed on the wire netting 3, one ball head end of each lower hollow pipe 7 is inserted into the locking sleeve 5 of the wire netting 3, cement 4 is coated in the wire netting 3, then the steps are repeated, the hollow bricks 1 are equidistantly stacked at the upper end of the wire netting 3, the through holes 2 of the hollow bricks 1 need to be aligned with insertion holes 6 of the locking sleeves 5, the hollow pipes 7 are inserted, each hollow pipe 7 is knocked forcefully, the tail of each hollow pipe 7 is enabled to expand along the ball head end of the adjacent hollow pipe 7 in the locking sleeve 5, the expanded outer diameter is larger than the inner diameter of the insertion holes 6 of the locking sleeves 5, meanwhile, retainer rings 10 in, the expansion consistency of each hollow pipe 7 is ensured, the steps are repeated, the wall is built, after cement 4 is dried, the hollow pipes 7 cannot be easily pulled out, the firmness, the shock resistance and other performances of a house can be improved, the sliding shock insulation device of the girderless masonry structure is applied to the house construction industry, the firmness, the tensile strength, the shearing resistance and the shock resistance of the house can be improved, when disasters such as earthquakes occur, the house is not easy to collapse, the economic loss of the disasters such as the earthquakes is reduced, even if the house collapses, the house collapses in a whole piece manner, the collapsed structure is firm, nearby people can conveniently take refuge and simply cure by utilizing the collapsed wall, and the casualties of the disasters such as the earthquakes are reduced.
Specifically, as shown in the figure, the tail of the hollow tube 7 of the present embodiment is designed with a kidney-shaped hole 9 penetrating along the outside. The waist-shaped hole 9 which penetrates along the outer side is designed at the tail part of the hollow tube 7, so that the tail part of the hollow tube 7 can be expanded along the ball head structure of the adjacent hollow tube 7 more easily, the knocking force required by the deformation of the hollow tube 7 is reduced, and the labor intensity of workers is reduced.
Specifically, as shown in the drawings, a retaining ring 10 is fixedly installed at one end of the bulb structure of the hollow tube 7 in the locking sleeve 5. The retaining ring 10 can block the transition expansion deformation of the tail part of the hollow tube 7, the consistency of the deformation degree of each hollow tube 7 is ensured, and the abnormal problems that the device cannot be normally installed and the like due to the inconsistent deformation degree of the hollow tubes 7 are prevented.
Further, as shown in the figure, a plurality of first circular holes 11 are designed on the outer wall of the locking sleeve 5 at the end-to-end connection of the two hollow pipes 7 in the embodiment, and a plurality of second circular holes 12 are designed on the tail portion of the hollow pipe 7 of the locking sleeve 5. Cement 4 in the wire netting 3 can flow in lock sleeve 5, hollow tube 7 through first round hole 11, second round hole 12 respectively, treat 4 backs of cement, can fasten hollow tube 7 in lock sleeve 5, promote performances such as the fastness in house and shock resistance.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (4)
1. The utility model provides a no collar tie beam masonry structure's shock isolation device that slides which characterized in that: including hollow brick (1), hollow brick (1) inside equidistance design has a plurality of through-holes (2), and hollow brick (1) adopts through-hole (2) to stack together towards the mode equidistance of sky, transversely has laid wire netting (3) between two adjacent hollow bricks (1), has painted cement (4) in wire netting (3), equidistant fixed mounting has lock sleeve (5) on wire netting (3), and jack (6) have all been designed at lock sleeve (5) both ends, and it has hollow tube (7) to alternate in jack (6), and hollow tube (7) top adopts the bulb design, and hollow tube (7) afterbody is the opening design, and hollow tube (7) atress is strikeed the back, and hollow tube (7) afterbody can be along adjacent hollow tube (7) top spherical structure outwards rise, the external diameter that hollow tube (7) afterbody rises and opens is greater than jack (6) internal diameter of lock sleeve (5), and hollow tube (7) top passes through-hole (2) of hollow brick (1) and inserts adjacent lock sleeve (5) in, and interior diameter ( Two of the locking sleeves (5) are connected end to end with the hollow pipes (7), rectangular plates (8) are fixedly mounted on two sides of the wire netting (3), and cement (4) is coated on the binding surfaces of the hollow bricks (1) and the rectangular plates (8).
2. The sliding seismic isolation device of the girderless masonry structure according to claim 1, wherein: the tail part of the hollow pipe (7) is provided with a waist-shaped hole (9) which penetrates along the outer side.
3. The sliding seismic isolation device of the girderless masonry structure according to claim 1, wherein: and a check ring (10) is fixedly arranged at one end of the ball head structure of the hollow pipe (7) in the locking sleeve (5).
4. The sliding seismic isolation device of the girderless masonry structure according to claim 1, wherein: a plurality of first round holes (11) are designed on the outer wall of a locking sleeve (5) at the end-to-end joint of the hollow pipe (7), and a plurality of second round holes (12) are designed at the tail part of the hollow pipe (7) of the locking sleeve (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910785352.5A CN110616826B (en) | 2019-08-23 | 2019-08-23 | Sliding shock isolation device of girderless masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910785352.5A CN110616826B (en) | 2019-08-23 | 2019-08-23 | Sliding shock isolation device of girderless masonry structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110616826A CN110616826A (en) | 2019-12-27 |
| CN110616826B true CN110616826B (en) | 2020-12-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910785352.5A Active CN110616826B (en) | 2019-08-23 | 2019-08-23 | Sliding shock isolation device of girderless masonry structure |
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Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202925922U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | Combination reinforcing device for brick masonry wall |
| CN203394092U (en) * | 2013-07-09 | 2014-01-15 | 北京筑福国际工程技术有限责任公司 | Concrete hollow block masonry structure reinforced by adopting internal prestressing force |
| CN203559488U (en) * | 2013-11-06 | 2014-04-23 | 天津津贝尔建筑工程试验检测技术有限公司 | Structure device for building secondary structure wall tie bars of concrete engineering |
| CN107938920A (en) * | 2015-04-25 | 2018-04-20 | 李光富 | Cast-in-place wall core building block manufacture method |
| CN207739495U (en) * | 2018-01-16 | 2018-08-17 | 重庆水利电力职业技术学院 | A kind of building block |
| CN208950151U (en) * | 2018-10-23 | 2019-06-07 | 常州工程职业技术学院 | A kind of assembled masonry system |
| CN109763598A (en) * | 2019-03-14 | 2019-05-17 | 沈咏军 | Building brick |
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2019
- 2019-08-23 CN CN201910785352.5A patent/CN110616826B/en active Active
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| CN110616826A (en) | 2019-12-27 |
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